1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 FG1601 *********************************************************************** FG1601 DESIGNATION - B 294 FG1601 PID - FG1601 FG1601 STATE/COUNTY- AR/POPE FG1601 USGS QUAD - DELAWARE (1993) FG1601 FG1601 *CURRENT SURVEY CONTROL FG1601 ___________________________________________________________________ FG1601* NAD 83(1986)- 35 19 54. (N) 093 17 11. (W) SCALED FG1601* NAVD 88 - 117.682 (meters) 386.10 (feet) ADJUSTED FG1601 ___________________________________________________________________ FG1601 GEOID HEIGHT- -29.28 (meters) GEOID03 FG1601 DYNAMIC HT - 117.571 (meters) 385.73 (feet) COMP FG1601 MODELED GRAV- 979,688.3 (mgal) NAVD 88 FG1601 FG1601 VERT ORDER - FIRST CLASS II FG1601 FG1601.The horizontal coordinates were scaled from a topographic map and have FG1601.an estimated accuracy of +/- 6 seconds. FG1601 FG1601.The orthometric height was determined by differential leveling FG1601.and adjusted by the National Geodetic Survey in June 1991. FG1601 FG1601.The geoid height was determined by GEOID03. FG1601 FG1601.The dynamic height is computed by dividing the NAVD 88 FG1601.geopotential number by the normal gravity value computed on the FG1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG1601.degrees latitude (g = 980.6199 gals.). FG1601 FG1601.The modeled gravity was interpolated from observed gravity values. FG1601 FG1601; North East Units Estimated Accuracy FG1601;SPC AR N - 111,520. 283,050. MT (+/- 180 meters Scaled) FG1601 FG1601 SUPERSEDED SURVEY CONTROL FG1601 FG1601.No superseded survey control is available for this station. FG1601 FG1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV739098(NAD 83) FG1601_MARKER: I = METAL ROD FG1601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FG1601+WITH SETTING: INFORMATION. FG1601_SP_SET: SHALLOW SET METAL ROD FG1601_STAMPING: B 294 1984 FG1601_MARK LOGO: NGS FG1601_PROJECTION: FLUSH FG1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1601+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 FG1601_ROD/PIPE-DEPTH: 2.74 meters FG1601 FG1601 HISTORY - Date Condition Report By FG1601 HISTORY - 1984 MONUMENTED NGS FG1601 HISTORY - 1987 GOOD USPSQD FG1601 HISTORY - 1988 GOOD USPSQD FG1601 HISTORY - 1989 GOOD USPSQD FG1601 HISTORY - 1990 GOOD USPSQD FG1601 HISTORY - 20050527 GOOD GEOCAC FG1601 FG1601 STATION DESCRIPTION FG1601 FG1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FG1601'2.7 KM (1.7 MI) WEST FROM LONDON. FG1601'2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN FG1601'LONDON, AT TWO GRAVEL DRIVEWAY ENTRANCES LEADING NORTH, THE MARK IS FG1601'SET ON THE SOUTH SIDE OF THE HIGHWAY BY A TELEPHONE POLE WITH CABLES FG1601'GOING UNDERGROUND, 14.78 METERS (48. 5 FT) SOUTH OF THE CENTERLINE OF FG1601'HIGHWAY 64, 27.43 METERS (90.0 FT) SOUTH ACROSS THE HIGHWAY FROM A FG1601'POWERLINE POLE NUMBER 90038 WITH TRANSFORMER EAST OF A GUY CABLE FG1601'ANCHOR, 0.91 METERS (3.0 FT) WEST OF THE TELEPHONE POLE WITH GUY CABLE FG1601'ANCHOR, AND 0.24 METERS (0.8 FT) NORTH OF A FENCE LINE. NOTE, ROD FG1601'DRIVEN TO REFUSAL ANCHORED AT THIS DEPTH. FG1601'THE MARK IS 0.27 METERS ENE FROM A WITNESS POST. FG1601'THE MARK IS 0.6 M ABOVE HIGHWAY 64. FG1601 FG1601 STATION RECOVERY (1987) FG1601 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FG1601'RECOVERED IN GOOD CONDITION. FG1601 FG1601 STATION RECOVERY (1988) FG1601 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS) FG1601'RECOVERED IN GOOD CONDITION. FG1601 FG1601 STATION RECOVERY (1989) FG1601 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS) FG1601'RECOVERED IN GOOD CONDITION. FG1601 FG1601 STATION RECOVERY (1990) FG1601 FG1601'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS) FG1601'RECOVERED IN GOOD CONDITION. FG1601 FG1601 STATION RECOVERY (2005) FG1601 FG1601'RECOVERY NOTE BY GEOCACHING 2005 (CB) FG1601'GOOD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 FG1595 *********************************************************************** FG1595 DESIGNATION - V 292 FG1595 PID - FG1595 FG1595 STATE/COUNTY- AR/POPE FG1595 USGS QUAD - RUSSELLVILLE WEST (1993) FG1595 FG1595 *CURRENT SURVEY CONTROL FG1595 ___________________________________________________________________ FG1595* NAD 83(1986)- 35 19 19. (N) 093 12 07. (W) SCALED FG1595* NAVD 88 - 110.703 (meters) 363.20 (feet) ADJUSTED FG1595 ___________________________________________________________________ FG1595 GEOID HEIGHT- -29.19 (meters) GEOID03 FG1595 DYNAMIC HT - 110.598 (meters) 362.85 (feet) COMP FG1595 MODELED GRAV- 979,679.3 (mgal) NAVD 88 FG1595 FG1595 VERT ORDER - FIRST CLASS II FG1595 FG1595.The horizontal coordinates were scaled from a topographic map and have FG1595.an estimated accuracy of +/- 6 seconds. FG1595 FG1595.The orthometric height was determined by differential leveling FG1595.and adjusted by the National Geodetic Survey in June 1991. FG1595 FG1595.The geoid height was determined by GEOID03. FG1595 FG1595.The dynamic height is computed by dividing the NAVD 88 FG1595.geopotential number by the normal gravity value computed on the FG1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG1595.degrees latitude (g = 980.6199 gals.). FG1595 FG1595.The modeled gravity was interpolated from observed gravity values. FG1595 FG1595; North East Units Estimated Accuracy FG1595;SPC AR N - 110,350. 290,720. MT (+/- 180 meters Scaled) FG1595 FG1595 SUPERSEDED SURVEY CONTROL FG1595 FG1595.No superseded survey control is available for this station. FG1595 FG1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV816087(NAD 83) FG1595_MARKER: I = METAL ROD FG1595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FG1595+WITH SETTING: INFORMATION. FG1595_SP_SET: SHALLOW SET METAL ROD FG1595_STAMPING: V 292 1984 FG1595_MARK LOGO: NGS FG1595_PROJECTION: RECESSED 3 CENTIMETERS FG1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1595+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 FG1595_ROD/PIPE-DEPTH: 2.43 meters FG1595 FG1595 HISTORY - Date Condition Report By FG1595 HISTORY - 1984 MONUMENTED NGS FG1595 HISTORY - 1987 GOOD USPSQD FG1595 HISTORY - 1988 GOOD USPSQD FG1595 HISTORY - 1989 GOOD USPSQD FG1595 HISTORY - 1989 GOOD USPSQD FG1595 HISTORY - 20050527 GOOD GEOCAC FG1595 FG1595 STATION DESCRIPTION FG1595 FG1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FG1595'5.2 KM (3.25 MI) EAST FROM LONDON. FG1595'5.2 KM (3.25 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN FG1595'LONDON, AT POWERLINE POLE NUMBER 68 1/2 WITH TWO TRANSFORMERS ON THE FG1595'SOUTH SIDE OF THE HIHGWAY, SOUTH ACROSS THE HIGHWAY FROM A TALL POLE FG1595'NUMBER 3 Z 1 WITH A CIVIL DEFENCE SIREN AT THE TOP, 28.04 METERS FG1595'(92.00 FT) SOUTH OF SIREN POLE NUMBER 3 Z 1, 13.86 METERS (45.50 FT) FG1595'SOUTH OF THE CENTERLINE OF HIGHWAY 64, 1.58 METERS (5.20 FT) WEST OF A FG1595'TELEPHONE JUNCTION BOX NUMBER 900 42 AND 0.73 METERS (2.40 FT) EAST OF FG1595'POWERLINE POLE NUMBER 68 1/2 WITH TRANSFORMERS. NOTE, ROD DRIVEN TO FG1595'REFUSAL AND ANCHORED AT THIS DEPTH. FG1595'THE MARK IS 0.3 METERS W FROM A WITNESS POST. FG1595'THE MARK IS 0.3 M BELOW HIGHWAY 64. FG1595 FG1595 STATION RECOVERY (1987) FG1595 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FG1595'RECOVERED IN GOOD CONDITION. FG1595 FG1595 STATION RECOVERY (1988) FG1595 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS) FG1595'RECOVERED IN GOOD CONDITION. FG1595 FG1595 STATION RECOVERY (1989) FG1595 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS) FG1595'RECOVERED IN GOOD CONDITION. FG1595 FG1595 STATION RECOVERY (1989) FG1595 FG1595'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS) FG1595'RECOVERED IN GOOD CONDITION. FG1595 FG1595 STATION RECOVERY (2005) FG1595 FG1595'RECOVERY NOTE BY GEOCACHING 2005 (CB) FG1595'GOOD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 FG1596 *********************************************************************** FG1596 DESIGNATION - W 292 FG1596 PID - FG1596 FG1596 STATE/COUNTY- AR/POPE FG1596 USGS QUAD - RUSSELLVILLE WEST (1993) FG1596 FG1596 *CURRENT SURVEY CONTROL FG1596 ___________________________________________________________________ FG1596* NAD 83(1986)- 35 19 32. (N) 093 12 58. (W) SCALED FG1596* NAVD 88 - 117.274 (meters) 384.76 (feet) ADJUSTED FG1596 ___________________________________________________________________ FG1596 GEOID HEIGHT- -29.20 (meters) GEOID03 FG1596 DYNAMIC HT - 117.163 (meters) 384.39 (feet) COMP FG1596 MODELED GRAV- 979,680.1 (mgal) NAVD 88 FG1596 FG1596 VERT ORDER - FIRST CLASS II FG1596 FG1596.The horizontal coordinates were scaled from a topographic map and have FG1596.an estimated accuracy of +/- 6 seconds. FG1596 FG1596.The orthometric height was determined by differential leveling FG1596.and adjusted by the National Geodetic Survey in June 1991. FG1596 FG1596.The geoid height was determined by GEOID03. FG1596 FG1596.The dynamic height is computed by dividing the NAVD 88 FG1596.geopotential number by the normal gravity value computed on the FG1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG1596.degrees latitude (g = 980.6199 gals.). FG1596 FG1596.The modeled gravity was interpolated from observed gravity values. FG1596 FG1596; North East Units Estimated Accuracy FG1596;SPC AR N - 110,760. 289,430. MT (+/- 180 meters Scaled) FG1596 FG1596 SUPERSEDED SURVEY CONTROL FG1596 FG1596.No superseded survey control is available for this station. FG1596 FG1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV803091(NAD 83) FG1596_MARKER: I = METAL ROD FG1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FG1596_SP_SET: STAINLESS STEEL ROD FG1596_STAMPING: W 292 1984 FG1596_MARK LOGO: NGS FG1596_PROJECTION: FLUSH FG1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1596+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 FG1596_ROD/PIPE-DEPTH: 4.87 meters FG1596 FG1596 HISTORY - Date Condition Report By FG1596 HISTORY - 1984 MONUMENTED NGS FG1596 HISTORY - 1987 GOOD USPSQD FG1596 HISTORY - 1988 GOOD USPSQD FG1596 HISTORY - 1989 GOOD USPSQD FG1596 HISTORY - 1990 GOOD USPSQD FG1596 HISTORY - 20050527 GOOD GEOCAC FG1596 FG1596 STATION DESCRIPTION FG1596 FG1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FG1596'3.9 KM (2.4 MI) EAST FROM LONDON. FG1596'3.9 KM (2.4 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN FG1596'LONDON, AT A GRAVEL ROAD LEADING SOUTH TO THE CARGIL ELEVATOR, 0.5 KM FG1596'(0.3 MI) WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE HIGHWAY FG1596'333 SOUTH, 14.93 METERS (49.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY FG1596'64, 17.22 METERS (56.5 FT) EAST OF THE CENTER OF THE GRAVEL ROAD FG1596'LEADING SOUTH, 4.05 METERS (13.3 FT) WEST OF A GUY WIRE ANCHOR, FG1596'0.85 METERS (2.8 FT) EAST OF A POWERLINE POLE NUMBER 86 WITH A LIGHT, FG1596'AND 1.21 METERS (4.0 FT) SOUTHWEST OF THE SOUTH FIRST OF TWO METAL FG1596'LEGS SUPPORTING THE CARGIL SIGN. NOTE, ROD DRIVEN TO REFUSAL AT THIS FG1596'DEPTH. FG1596'THE MARK IS 0.3 METERS W FROM A WITNESS POST. FG1596'THE MARK IS ABOVE LEVEL WITH HIGHWAY 64. FG1596 FG1596 STATION RECOVERY (1987) FG1596 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FG1596'RECOVERED IN GOOD CONDITION. FG1596 FG1596 STATION RECOVERY (1988) FG1596 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS) FG1596'RECOVERED IN GOOD CONDITION. FG1596 FG1596 STATION RECOVERY (1989) FG1596 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS) FG1596'RECOVERED IN GOOD CONDITION. FG1596 FG1596 STATION RECOVERY (1990) FG1596 FG1596'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS) FG1596'RECOVERED IN GOOD CONDITION. FG1596 FG1596 STATION RECOVERY (2005) FG1596 FG1596'RECOVERY NOTE BY GEOCACHING 2005 (CB) FG1596'GOOD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 FG1597 *********************************************************************** FG1597 DESIGNATION - X 292 FG1597 PID - FG1597 FG1597 STATE/COUNTY- AR/POPE FG1597 USGS QUAD - RUSSELLVILLE WEST (1993) FG1597 FG1597 *CURRENT SURVEY CONTROL FG1597 ___________________________________________________________________ FG1597* NAD 83(1986)- 35 19 43. (N) 093 14 04. (W) SCALED FG1597* NAVD 88 - 124.138 (meters) 407.28 (feet) ADJUSTED FG1597 ___________________________________________________________________ FG1597 GEOID HEIGHT- -29.22 (meters) GEOID03 FG1597 DYNAMIC HT - 124.020 (meters) 406.89 (feet) COMP FG1597 MODELED GRAV- 979,684.7 (mgal) NAVD 88 FG1597 FG1597 VERT ORDER - FIRST CLASS II FG1597 FG1597.The horizontal coordinates were scaled from a topographic map and have FG1597.an estimated accuracy of +/- 6 seconds. FG1597 FG1597.The orthometric height was determined by differential leveling FG1597.and adjusted by the National Geodetic Survey in June 1991. FG1597 FG1597.The geoid height was determined by GEOID03. FG1597 FG1597.The dynamic height is computed by dividing the NAVD 88 FG1597.geopotential number by the normal gravity value computed on the FG1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG1597.degrees latitude (g = 980.6199 gals.). FG1597 FG1597.The modeled gravity was interpolated from observed gravity values. FG1597 FG1597; North East Units Estimated Accuracy FG1597;SPC AR N - 111,120. 287,770. MT (+/- 180 meters Scaled) FG1597 FG1597 SUPERSEDED SURVEY CONTROL FG1597 FG1597.No superseded survey control is available for this station. FG1597 FG1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV786095(NAD 83) FG1597_MARKER: I = METAL ROD FG1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FG1597_SP_SET: STAINLESS STEEL ROD FG1597_STAMPING: X 292 1984 FG1597_MARK LOGO: NGS FG1597_PROJECTION: RECESSED 10 CENTIMETERS FG1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1597+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 FG1597_ROD/PIPE-DEPTH: 3.78 meters FG1597 FG1597 HISTORY - Date Condition Report By FG1597 HISTORY - 1984 MONUMENTED NGS FG1597 HISTORY - 1987 GOOD USPSQD FG1597 HISTORY - 1987 GOOD USPSQD FG1597 HISTORY - 1988 GOOD USPSQD FG1597 HISTORY - 1989 GOOD USPSQD FG1597 HISTORY - 1990 GOOD USPSQD FG1597 HISTORY - 20050527 GOOD GEOCAC FG1597 FG1597 STATION DESCRIPTION FG1597 FG1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FG1597'2.1 KM (1.35 MI) EAST FROM LONDON. FG1597'2.1 KM (1.35 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE IN FG1597'LONDON, AT THE PRIVATE DRIVEWAY LEADING NORTH TO THE HICKEY RESIDENCE, FG1597'28.65 METERS (94.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY FG1597'3.96 METERS (13.0 FT) WEST OF THE CENTER OF THE DRIVEWAY LEADING FG1597'NORTH, 22.55 METERS (74.0 FT) NORTHEAST OF A POWERLINE POLE NUMBER 300 FG1597'24.2 WITH TRANSFORMERS AND A LIGHT WITH TIMER SWITCH BOX ATTACHED, FG1597'2.13 METERS (7.0 FT) NORTH OF A GUY WIRE ANCHOR, AND 0.76 METERS FG1597'(2.5 FT) SOUTH OF A POWERLINE POLE. NOTE, ROD DRIVEN TO REFUSAL. FG1597'THE MARK IS 2.13 METERS N FROM A WITNESS POST. FG1597'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FG1597 FG1597 STATION RECOVERY (1987) FG1597 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FG1597'RECOVERED IN GOOD CONDITION. FG1597 FG1597 STATION RECOVERY (1987) FG1597 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) FG1597'RECOVERED IN GOOD CONDITION. FG1597 FG1597 STATION RECOVERY (1988) FG1597 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS) FG1597'RECOVERED IN GOOD CONDITION. FG1597 FG1597 STATION RECOVERY (1989) FG1597 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS) FG1597'RECOVERED IN GOOD CONDITION. FG1597 FG1597 STATION RECOVERY (1990) FG1597 FG1597'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS) FG1597'RECOVERED IN GOOD CONDITION. FG1597 FG1597 STATION RECOVERY (2005) FG1597 FG1597'RECOVERY NOTE BY GEOCACHING 2005 (CB) FG1597'LOGO CAP AND CEMENT COVERING MISSING. FG1597'THE ROD APPEARS TO BE IN ITS ORIGINAL POSITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 FG1598 *********************************************************************** FG1598 DESIGNATION - Y 292 FG1598 PID - FG1598 FG1598 STATE/COUNTY- AR/POPE FG1598 USGS QUAD - DELAWARE (1993) FG1598 FG1598 *CURRENT SURVEY CONTROL FG1598 ___________________________________________________________________ FG1598* NAD 83(1986)- 35 19 53. (N) 093 15 15. (W) SCALED FG1598* NAVD 88 - 114.546 (meters) 375.81 (feet) ADJUSTED FG1598 ___________________________________________________________________ FG1598 GEOID HEIGHT- -29.24 (meters) GEOID03 FG1598 DYNAMIC HT - 114.438 (meters) 375.45 (feet) COMP FG1598 MODELED GRAV- 979,689.5 (mgal) NAVD 88 FG1598 FG1598 VERT ORDER - FIRST CLASS II FG1598 FG1598.The horizontal coordinates were scaled from a topographic map and have FG1598.an estimated accuracy of +/- 6 seconds. FG1598 FG1598.The orthometric height was determined by differential leveling FG1598.and adjusted by the National Geodetic Survey in June 1991. FG1598 FG1598.The geoid height was determined by GEOID03. FG1598 FG1598.The dynamic height is computed by dividing the NAVD 88 FG1598.geopotential number by the normal gravity value computed on the FG1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG1598.degrees latitude (g = 980.6199 gals.). FG1598 FG1598.The modeled gravity was interpolated from observed gravity values. FG1598 FG1598; North East Units Estimated Accuracy FG1598;SPC AR N - 111,450. 285,980. MT (+/- 180 meters Scaled) FG1598 FG1598 SUPERSEDED SURVEY CONTROL FG1598 FG1598.No superseded survey control is available for this station. FG1598 FG1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769098(NAD 83) FG1598_MARKER: I = METAL ROD FG1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) FG1598_SP_SET: STAINLESS STEEL ROD FG1598_STAMPING: Y 292 1984 FG1598_MARK LOGO: NGS FG1598_PROJECTION: FLUSH FG1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1598+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005 FG1598_ROD/PIPE-DEPTH: 3.65 meters FG1598 FG1598 HISTORY - Date Condition Report By FG1598 HISTORY - 1984 MONUMENTED NGS FG1598 HISTORY - 1987 GOOD USPSQD FG1598 HISTORY - 1988 GOOD USPSQD FG1598 HISTORY - 1989 GOOD USPSQD FG1598 HISTORY - 19900120 GOOD USPSQD FG1598 HISTORY - 20050527 GOOD GEOCAC FG1598 FG1598 STATION DESCRIPTION FG1598 FG1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FG1598'IN LONDON. FG1598'IN LONDON, 0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 64 FROM THE POST FG1598'OFFICE, AT THE JUNCTION OF STATE HIGHWAY 333, SET BY A POWERLINE POLE FG1598'IN THE NORTHWEST CORNER OF THE INTERSECTION, 14.32 METERS (47.0 FT) FG1598'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 4.72 METERS (15.5 FT) EAST FG1598'OF THE CENTERLINE OF STATE HIGHWAY 333, 42.97 METERS (141.0 FT) FG1598'SOUTHEAST OF THE SOUTHEAST CORNER OF THE LONDON BRANCH BANK, FG1598'0.85 METERS (2.8 FT) NORTH OF A POWERLINE POLE WITH A STREET LIGHT FG1598'ATTACHED, 8.68 METERS (28.5 FT) EAST OF A FIRE HYDRANT, AND FG1598'1.06 METERS (3.5 FT) WEST OF THE WEST CURB OF HIGHWAY 333. NOTE, ROD FG1598'DRIVEN TO REFUSAL AND ANCHORED IN THE ROCK. FG1598'THE MARK IS 0.36 METERS SSE FROM A WITNESS POST. FG1598'THE MARK IS 0.2 M ABOVE HIGHWAY 64. FG1598 FG1598 STATION RECOVERY (1987) FG1598 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FG1598'RECOVERED IN GOOD CONDITION. FG1598 FG1598 STATION RECOVERY (1988) FG1598 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWS) FG1598'RECOVERED IN GOOD CONDITION. FG1598 FG1598 STATION RECOVERY (1989) FG1598 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS) FG1598'RECOVERED IN GOOD CONDITION. FG1598 FG1598 STATION RECOVERY (1990) FG1598 FG1598'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS) FG1598'RECOVERED IN GOOD CONDITION. FG1598 FG1598 STATION RECOVERY (2005) FG1598 FG1598'RECOVERY NOTE BY GEOCACHING 2005 (CB) FG1598'GOOD.