1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FX2398 *********************************************************************** FX2398 DESIGNATION - 44 MEA USGS FX2398 PID - FX2398 FX2398 STATE/COUNTY- NC/PERQUIMANS FX2398 USGS QUAD - HERTFORD (1982) FX2398 FX2398 *CURRENT SURVEY CONTROL FX2398 ___________________________________________________________________ FX2398* NAD 83(1986)- 36 12 12. (N) 076 27 23. (W) SCALED FX2398* NAVD 88 - 1.850 (meters) 6.07 (feet) ADJUSTED FX2398 ___________________________________________________________________ FX2398 GEOID HEIGHT- -36.84 (meters) GEOID99 FX2398 DYNAMIC HT - 1.849 (meters) 6.07 (feet) COMP FX2398 MODELED GRAV- 979,832.6 (mgal) NAVD 88 FX2398 FX2398 VERT ORDER - FIRST CLASS II FX2398 FX2398.The horizontal coordinates were scaled from a topographic map and have FX2398.an estimated accuracy of +/- 6 seconds. FX2398 FX2398.The orthometric height was determined by differential leveling FX2398.and adjusted by the National Geodetic Survey in June 1991. FX2398 FX2398.The geoid height was determined by GEOID99. FX2398 FX2398.The dynamic height is computed by dividing the NAVD 88 FX2398.geopotential number by the normal gravity value computed on the FX2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2398.degrees latitude (g = 980.6199 gals.). FX2398 FX2398.The modeled gravity was interpolated from observed gravity values. FX2398 FX2398; North East Units Estimated Accuracy FX2398;SPC NC - 275,090. 838,330. MT (+/- 180 meters Scaled) FX2398 FX2398 SUPERSEDED SURVEY CONTROL FX2398 FX2398.No superseded survey control is available for this station. FX2398 FX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF690074(NAD 83) FX2398_MARKER: DB = BENCH MARK DISK FX2398_SETTING: 32 = IN WHEELGUARD OVER ABUTMENT FX2398_STAMPING: 44 MEA 1976 FX2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2398+STABILITY: SURFACE MOTION FX2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX2398+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003 FX2398 FX2398 HISTORY - Date Condition Report By FX2398 HISTORY - 1976 MONUMENTED USGS FX2398 HISTORY - 1979 GOOD NCGS FX2398 HISTORY - 19960421 GOOD USPSQD FX2398 HISTORY - 20031012 GOOD JCLS FX2398 FX2398 STATION DESCRIPTION FX2398 FX2398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 FX2398'1.0 MI NE FROM HERTFORD. FX2398'1.25 MILES NORTH ALONG US HIGHWAY 17 BUSINESS FROM THE COUNTY FX2398'COURTHOUSE IN HERTFORD, AT THE US HIGHWAY 17 BUSINESS BRIDGE OVER FX2398'MILL CREEK AND ANCHORED IN CONCRETE IN EAST END OF NORTH WHEELGUARD, FX2398'14.0 FEET NORTH OF CENTERLINE OF HIGHWAY. THIS IS A USGS STANDARD DISK FX2398'THE MARK IS ABOVE LEVEL WITH THE BRIDGE WHEELGUARD. FX2398 FX2398 STATION RECOVERY (1996) FX2398 FX2398'RECOVERY NOTE BY US POWER SQUADRON 1996 FX2398'RECOVERED IN GOOD CONDITION. FX2398 FX2398 STATION RECOVERY (2003) FX2398 FX2398'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY) FX2398'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FX2399 *********************************************************************** FX2399 DESIGNATION - D 211 FX2399 PID - FX2399 FX2399 STATE/COUNTY- NC/PERQUIMANS FX2399 USGS QUAD - HERTFORD (1982) FX2399 FX2399 *CURRENT SURVEY CONTROL FX2399 ___________________________________________________________________ FX2399* NAD 83(1986)- 36 12 07. (N) 076 27 43. (W) SCALED FX2399* NAVD 88 - 2.620 (meters) 8.60 (feet) ADJUSTED FX2399 ___________________________________________________________________ FX2399 GEOID HEIGHT- -36.83 (meters) GEOID99 FX2399 DYNAMIC HT - 2.618 (meters) 8.59 (feet) COMP FX2399 MODELED GRAV- 979,832.4 (mgal) NAVD 88 FX2399 FX2399 VERT ORDER - FIRST CLASS II FX2399 FX2399.The horizontal coordinates were scaled from a topographic map and have FX2399.an estimated accuracy of +/- 6 seconds. FX2399 FX2399.The orthometric height was determined by differential leveling FX2399.and adjusted by the National Geodetic Survey in June 1991. FX2399 FX2399.The geoid height was determined by GEOID99. FX2399 FX2399.The dynamic height is computed by dividing the NAVD 88 FX2399.geopotential number by the normal gravity value computed on the FX2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2399.degrees latitude (g = 980.6199 gals.). FX2399 FX2399.The modeled gravity was interpolated from observed gravity values. FX2399 FX2399; North East Units Estimated Accuracy FX2399;SPC NC - 274,930. 837,830. MT (+/- 180 meters Scaled) FX2399 FX2399 SUPERSEDED SURVEY CONTROL FX2399 FX2399.No superseded survey control is available for this station. FX2399 FX2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF685073(NAD 83) FX2399_MARKER: DB = BENCH MARK DISK FX2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2399_STAMPING: D 211 1979 FX2399_PROJECTION: PROJECTING 5 CENTIMETERS FX2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2399+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003 FX2399_ROD/PIPE-DEPTH: 9.14 meters FX2399 FX2399 HISTORY - Date Condition Report By FX2399 HISTORY - 1979 MONUMENTED NGS FX2399 HISTORY - 19960421 GOOD USPSQD FX2399 HISTORY - 20031012 GOOD JCLS FX2399 HISTORY - 20031012 GOOD JCLS FX2399 FX2399 STATION DESCRIPTION FX2399 FX2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FX2399'0.9 MI NORTH FROM HERTFORD. FX2399'1.0 MILE NORTHEAST ALONG US HIGHWAY 17 BUSINESS FROM THE COUNTY FX2399'COURTHOUSE IN HERTFORD, ON SOUTH SIDE OF US HIGHWAY 17 BUSINESS AT FX2399'HOLLOWEL CHEVROLET COMPANY, AT A FENCE CORNER OPPOSITE THE NORTH FX2399'CORNER OF OFFICE BUILDING AND 0.15 MILE EAST OF JUNCTION WITH FX2399'STATE HIGHWAY 37 NORTH, 50.0 FEET NORTH OF NORTH CORNER OF OFFICE FX2399'BUILDING, 47.4 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 36.1 FEET FX2399'SOUTHEAST OF EDGE OF PAVEMENT, 6.3 FEET NORTHEAST OF FENCE CORNER, FX2399'2.9 FEET EAST OF POWER POLE AND 2.7 FEET NORTH OF FENCE. THE DATUM FX2399'POINT IS A STANDARD NATIONAL GEODETIC SURVEY DISK FLUSH WITH THE FX2399'GROUND SURFACE ACCESSIBLE THROUGH A 4 INCH PLASTIC SCREW PLUG. FX2399'THE MARK IS 1.0 FT W FROM A WITNESS POST. FX2399'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. FX2399 FX2399 STATION RECOVERY (1996) FX2399 FX2399'RECOVERY NOTE BY US POWER SQUADRON 1996 FX2399'RECOVERED IN GOOD CONDITION. FX2399 FX2399 STATION RECOVERY (2003) FX2399 FX2399'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY) FX2399'RECOVERED IN GOOD CONDITION. FX2399 FX2399 STATION RECOVERY (2003) FX2399 FX2399'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 FX2399'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FX2396 *********************************************************************** FX2396 DESIGNATION - E 211 FX2396 PID - FX2396 FX2396 STATE/COUNTY- NC/PERQUIMANS FX2396 USGS QUAD - HERTFORD (1982) FX2396 FX2396 *CURRENT SURVEY CONTROL FX2396 ___________________________________________________________________ FX2396* NAD 83(1986)- 36 12 44. (N) 076 25 59. (W) SCALED FX2396* NAVD 88 - 3.931 (meters) 12.90 (feet) ADJUSTED FX2396 ___________________________________________________________________ FX2396 GEOID HEIGHT- -36.89 (meters) GEOID99 FX2396 DYNAMIC HT - 3.927 (meters) 12.88 (feet) COMP FX2396 MODELED GRAV- 979,833.7 (mgal) NAVD 88 FX2396 FX2396 VERT ORDER - FIRST CLASS II FX2396 FX2396.The horizontal coordinates were scaled from a topographic map and have FX2396.an estimated accuracy of +/- 6 seconds. FX2396 FX2396.The orthometric height was determined by differential leveling FX2396.and adjusted by the National Geodetic Survey in June 1991. FX2396 FX2396.The geoid height was determined by GEOID99. FX2396 FX2396.The dynamic height is computed by dividing the NAVD 88 FX2396.geopotential number by the normal gravity value computed on the FX2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2396.degrees latitude (g = 980.6199 gals.). FX2396 FX2396.The modeled gravity was interpolated from observed gravity values. FX2396 FX2396; North East Units Estimated Accuracy FX2396;SPC NC - 276,130. 840,400. MT (+/- 180 meters Scaled) FX2396 FX2396 SUPERSEDED SURVEY CONTROL FX2396 FX2396.No superseded survey control is available for this station. FX2396 FX2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF711084(NAD 83) FX2396_MARKER: DB = BENCH MARK DISK FX2396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2396_STAMPING: E 211 1979 FX2396_PROJECTION: PROJECTING 8 CENTIMETERS FX2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX2396+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003 FX2396_ROD/PIPE-DEPTH: 9.14 meters FX2396 FX2396 HISTORY - Date Condition Report By FX2396 HISTORY - 1979 MONUMENTED NGS FX2396 HISTORY - 1987 GOOD USPSQD FX2396 HISTORY - 19970105 GOOD USPSQD FX2396 HISTORY - 20031012 GOOD JCLS FX2396 FX2396 STATION DESCRIPTION FX2396 FX2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FX2396'2.4 MI NE FROM HERTFORD. FX2396'1.9 MILES NORTHEAST ALONG US HIGHWAY 17 FROM THE NORTH END OF THE FX2396'US HIGHWAY 17 BYPASS BRIDGE OVER PERQUIMANS RIVER AT HERTFORD ON FX2396'THE SOUTH SIDE OF HIGHWAY AT THE NORTHEAST CORNER OF THE N. C. FX2396'FOREST SERVICE LOOKOUT TOWER YARD, AND 0.1 MILE SOUTHWEST OF FX2396'INTERSECTION WITH SECONDARY ROUTE 1301, 58.0 FEET SOUTH OF CENTERLINE FX2396'OF HIGHWAY, 28.8 FEET NORTHEAST OF NORTHEAST LEG OF TOWER, 70.7 FX2396'FEET NORTHWEST OF NORTHWEST CORNER OF A GREY RESIDENCE, 73.4 FEET FX2396'NORTHEAST OF NORTHEAST CORNER OF OFFICE BUILDING, 12.7 FEET SOUTH FX2396'OF NORTHEAST PROPERTY CORNER FOR TOWER AND 1.6 FEET SOUTHWEST OF A FX2396'TELEPHONE POLE WITH REFERENCE TAG. THE DATUM POINT IS A STANDARD FX2396'NATIONAL GEODETIC SURVEY DISK FLUSH WITH THE GROUND SURFACE FX2396'ACCEESSIBLE THROUGH A 4 INCH PLASTIC SCREW PLUG. FX2396'THE MARK IS 1.0 FT N FROM A WITNESS POST. FX2396'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY. FX2396 FX2396 STATION RECOVERY (1987) FX2396 FX2396'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) FX2396'RECOVERED IN GOOD CONDITION. FX2396 FX2396 STATION RECOVERY (1997) FX2396 FX2396'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2396'RECOVERED IN GOOD CONDITION. FX2396 FX2396 STATION RECOVERY (2003) FX2396 FX2396'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY) FX2396'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 FX2408 *********************************************************************** FX2408 DESIGNATION - H 211 FX2408 PID - FX2408 FX2408 STATE/COUNTY- NC/PERQUIMANS FX2408 USGS QUAD - EDENTON (1981) FX2408 FX2408 *CURRENT SURVEY CONTROL FX2408 ___________________________________________________________________ FX2408* NAD 83(1986)- 36 07 15. (N) 076 30 28. (W) SCALED FX2408* NAVD 88 - 4.596 (meters) 15.08 (feet) ADJUSTED FX2408 ___________________________________________________________________ FX2408 GEOID HEIGHT- -36.80 (meters) GEOID99 FX2408 DYNAMIC HT - 4.592 (meters) 15.07 (feet) COMP FX2408 MODELED GRAV- 979,827.0 (mgal) NAVD 88 FX2408 FX2408 VERT ORDER - FIRST CLASS II FX2408 FX2408.The horizontal coordinates were scaled from a topographic map and have FX2408.an estimated accuracy of +/- 6 seconds. FX2408 FX2408.The orthometric height was determined by differential leveling FX2408.and adjusted by the National Geodetic Survey in June 1991. FX2408 FX2408.The geoid height was determined by GEOID99. FX2408 FX2408.The dynamic height is computed by dividing the NAVD 88 FX2408.geopotential number by the normal gravity value computed on the FX2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX2408.degrees latitude (g = 980.6199 gals.). FX2408 FX2408.The modeled gravity was interpolated from observed gravity values. FX2408 FX2408; North East Units Estimated Accuracy FX2408;SPC NC - 265,820. 833,940. MT (+/- 180 meters Scaled) FX2408 FX2408 SUPERSEDED SURVEY CONTROL FX2408 FX2408.No superseded survey control is available for this station. FX2408 FX2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE643984(NAD 83) FX2408_MARKER: I = METAL ROD FX2408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FX2408_STAMPING: H 211 1979 FX2408_PROJECTION: FLUSH FX2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX2408_ROD/PIPE-DEPTH: 8.23 meters FX2408 FX2408 HISTORY - Date Condition Report By FX2408 HISTORY - 1979 MONUMENTED NGS FX2408 HISTORY - 1987 GOOD USPSQD FX2408 HISTORY - 20031012 MARK NOT FOUND JCLS FX2408 FX2408 STATION DESCRIPTION FX2408 FX2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FX2408'5.1 MI SSW FROM HERTFORD. FX2408'2.05 MILES NORTHEAST ALONG US HIGHWAY 17 FROM THE JUNCTION OF STATE FX2408'HIGHWAY 37 BETWEEN HERTFORD AND EDENTON, ON SOUTH SIDE OF HIGHWAY, FX2408'IN THE FRONT YARD OF AN OLD TWO STORY FRAME HOUSE AND 0.45 MILE FX2408'SOUTHWEST OF INTERSECTION WITH SECONDARY ROUTE 1342, 40.8 FEET FX2408'SOUTHEAST OF CENTERLINE OF HIGHWAY, 29.2 FEET SOUTHWEST OF A 24 FX2408'INCH CULVERT (SOUTH END), 10.8 FEET SOUTHWEST OF A 48 INCH OAK FX2408'WITH REFERENCE TAG, 1.2 FEET NORTHEAST OF A TELEPHONE POLE NO. 154 FX2408'WITH REFERENCE TAG AND 39.6 FEET NORTHWEST OF NORTHWEST CORNER OF FX2408'HOUSE. THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES FX2408'BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS FX2408'COVER. FX2408'THE MARK IS 1.0 FT SW FROM A WITNESS POST. FX2408'THE MARK IS 1.0 FT BELOW CENTERLINE OF HIGHWAY. FX2408 FX2408 STATION RECOVERY (1987) FX2408 FX2408'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) FX2408'RECOVERED IN GOOD CONDITION. FX2408 FX2408 STATION RECOVERY (2003) FX2408 FX2408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY) FX2408'MARK NOT FOUND.