1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1660 *********************************************************************** AR1660 TIDAL BM - This is a Tidal Bench Mark. AR1660 DESIGNATION - 872 7395 C TIDAL AR1660 PID - AR1660 AR1660 STATE/COUNTY- FL/LEVY AR1660 USGS QUAD - WITHLACOOCHEE BAY (1992) AR1660 AR1660 *CURRENT SURVEY CONTROL AR1660 ___________________________________________________________________ AR1660* NAD 83(1986)- 29 00 10. (N) 082 45 29. (W) SCALED AR1660* NAVD 88 - 1.008 (meters) 3.31 (feet) POSTED AR1660 ___________________________________________________________________ AR1660 GEOID HEIGHT- -27.18 (meters) GEOID99 AR1660 DYNAMIC HT - 1.010 (meters) 3.31 (feet) COMP AR1660 MODELED GRAV- 979,239.2 (mgal) NAVD 88 AR1660 AR1660 VERT ORDER - * POSTED, Code NC , SEE BELOW AR1660 AR1660.The horizontal coordinates were scaled from a topographic map and have AR1660.an estimated accuracy of +/- 6 seconds. AR1660 AR1660.The orthometric height was determined by differential leveling AR1660.and adjusted by the National Geodetic Survey in 1992. AR1660.No vertical observational check was made to the station. AR1660.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AR1660.was located on a no-check spur therefore a value was not computed. AR1660 AR1660.This Tidal Bench Mark is designated as VM 8186 AR1660.by the Center for Operational Oceanographic Products and Services. AR1660 AR1660.The geoid height was determined by GEOID99. AR1660 AR1660.The dynamic height is computed by dividing the NAVD 88 AR1660.geopotential number by the normal gravity value computed on the AR1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1660.degrees latitude (g = 980.6199 gals.). AR1660 AR1660.The modeled gravity was interpolated from observed gravity values. AR1660 AR1660; North East Units Estimated Accuracy AR1660;SPC FL W - 517,580. 126,140. MT (+/- 180 meters Scaled) AR1660 AR1660 SUPERSEDED SURVEY CONTROL AR1660 AR1660.No superseded survey control is available for this station. AR1660 AR1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN287095(NAD 83) AR1660_MARKER: DJ = TIDAL STATION DISK AR1660_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) AR1660_STAMPING: 7395 C 1978 AR1660_MARK LOGO: NOS AR1660_PROJECTION: PROJECTING 5 CENTIMETERS AR1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1660_ROD/PIPE-DEPTH: 7.01 meters AR1660 AR1660 HISTORY - Date Condition Report By AR1660 HISTORY - 1978 MONUMENTED NOS AR1660 HISTORY - 1985 GOOD FLDNR AR1660 HISTORY - 19940906 GOOD USPSQD AR1660 HISTORY - 20010331 GOOD NGS AR1660 AR1660 STATION DESCRIPTION AR1660 AR1660'DESCRIBED BY FL DEPT OF NAT RES 1985 AR1660'6.35 MI WEST FROM INGLIS. AR1660'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40, AR1660'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP. AR1660'THE MARK BEARS 25 FEET NORTH OF THE CENTERLINE OF C-40, 86 FEET WEST AR1660'OF THE CENTERLINE OF THE ROAD TO THE PICNIC AREA AND BATHHOUSE, 18.5 AR1660'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, AND 1 FOOT NORTH OF A AR1660'WITNESS POST. AR1660 AR1660 STATION RECOVERY (1994) AR1660 AR1660'RECOVERY NOTE BY US POWER SQUADRON 1994 AR1660'RECOVERED IN GOOD CONDITION. AR1660 AR1660 STATION RECOVERY (2001) AR1660 AR1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1660'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1664 *********************************************************************** AR1664 TIDAL BM - This is a Tidal Bench Mark. AR1664 DESIGNATION - 872 7395 D TIDAL AR1664 PID - AR1664 AR1664 STATE/COUNTY- FL/LEVY AR1664 USGS QUAD - WITHLACOOCHEE BAY (1992) AR1664 AR1664 *CURRENT SURVEY CONTROL AR1664 ___________________________________________________________________ AR1664* NAD 83(1986)- 29 00 17. (N) 082 45 29. (W) SCALED AR1664* NAVD 88 - 1.010 (meters) 3.31 (feet) POSTED AR1664 ___________________________________________________________________ AR1664 GEOID HEIGHT- -27.19 (meters) GEOID99 AR1664 DYNAMIC HT - 1.010 (meters) 3.31 (feet) COMP AR1664 MODELED GRAV- 979,239.4 (mgal) NAVD 88 AR1664 AR1664 VERT ORDER - * POSTED, Code NC , SEE BELOW AR1664 AR1664.The horizontal coordinates were scaled from a topographic map and have AR1664.an estimated accuracy of +/- 6 seconds. AR1664 AR1664.The orthometric height was determined by differential leveling AR1664.and adjusted by the National Geodetic Survey in 1992. AR1664.No vertical observational check was made to the station. AR1664.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AR1664.was located on a no-check spur therefore a value was not computed. AR1664 AR1664.This Tidal Bench Mark is designated as VM 8187 AR1664.by the Center for Operational Oceanographic Products and Services. AR1664 AR1664.The geoid height was determined by GEOID99. AR1664 AR1664.The dynamic height is computed by dividing the NAVD 88 AR1664.geopotential number by the normal gravity value computed on the AR1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1664.degrees latitude (g = 980.6199 gals.). AR1664 AR1664.The modeled gravity was interpolated from observed gravity values. AR1664 AR1664; North East Units Estimated Accuracy AR1664;SPC FL W - 517,790. 126,140. MT (+/- 180 meters Scaled) AR1664 AR1664 SUPERSEDED SURVEY CONTROL AR1664 AR1664.No superseded survey control is available for this station. AR1664 AR1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN287097(NAD 83) AR1664_MARKER: DJ = TIDAL STATION DISK AR1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1664_STAMPING: 7395 D 1978 AR1664_MARK LOGO: NOS AR1664_PROJECTION: RECESSED 10 CENTIMETERS AR1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1664+STABILITY: SURFACE MOTION AR1664 AR1664 HISTORY - Date Condition Report By AR1664 HISTORY - 1978 MONUMENTED NOS AR1664 HISTORY - 1985 GOOD FLDNR AR1664 HISTORY - 19940906 GOOD USPSQD AR1664 HISTORY - 20010331 GOOD NGS AR1664 AR1664 STATION DESCRIPTION AR1664 AR1664'DESCRIBED BY FL DEPT OF NAT RES 1985 AR1664'6.35 MI WEST FROM INGLIS. AR1664'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40, AR1664'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP. AR1664'THE MARK BEARS 47 FEET WEST OF THE NORTHWEST CORNER OF THE PARK AR1664'OFFICE TRAILER, 302 FEET NORTH OF BENCH MARK 7395 E 1978, AND 1 FOOT AR1664'NORTH OF A WITNESS POST. AR1664 AR1664 STATION RECOVERY (1994) AR1664 AR1664'RECOVERY NOTE BY US POWER SQUADRON 1994 AR1664'RECOVERED IN GOOD CONDITION. AR1664 AR1664 STATION RECOVERY (2001) AR1664 AR1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1664'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1663 *********************************************************************** AR1663 TIDAL BM - This is a Tidal Bench Mark. AR1663 DESIGNATION - 872 7395 E TIDAL AR1663 PID - AR1663 AR1663 STATE/COUNTY- FL/LEVY AR1663 USGS QUAD - WITHLACOOCHEE BAY (1992) AR1663 AR1663 *CURRENT SURVEY CONTROL AR1663 ___________________________________________________________________ AR1663* NAD 83(1986)- 29 00 13. (N) 082 45 29. (W) SCALED AR1663* NAVD 88 - 1.445 (meters) 4.74 (feet) POSTED AR1663 ___________________________________________________________________ AR1663 GEOID HEIGHT- -27.19 (meters) GEOID99 AR1663 DYNAMIC HT - 1.440 (meters) 4.72 (feet) COMP AR1663 MODELED GRAV- 979,239.3 (mgal) NAVD 88 AR1663 AR1663 VERT ORDER - * POSTED, Code NC , SEE BELOW AR1663 AR1663.The horizontal coordinates were scaled from a topographic map and have AR1663.an estimated accuracy of +/- 6 seconds. AR1663 AR1663.The orthometric height was determined by differential leveling AR1663.and adjusted by the National Geodetic Survey in 1992. AR1663.No vertical observational check was made to the station. AR1663.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AR1663.was located on a no-check spur therefore a value was not computed. AR1663 AR1663.This Tidal Bench Mark is designated as VM 8188 AR1663.by the Center for Operational Oceanographic Products and Services. AR1663 AR1663.The geoid height was determined by GEOID99. AR1663 AR1663.The dynamic height is computed by dividing the NAVD 88 AR1663.geopotential number by the normal gravity value computed on the AR1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1663.degrees latitude (g = 980.6199 gals.). AR1663 AR1663.The modeled gravity was interpolated from observed gravity values. AR1663 AR1663; North East Units Estimated Accuracy AR1663;SPC FL W - 517,670. 126,140. MT (+/- 180 meters Scaled) AR1663 AR1663 SUPERSEDED SURVEY CONTROL AR1663 AR1663.No superseded survey control is available for this station. AR1663 AR1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN287096(NAD 83) AR1663_MARKER: DJ = TIDAL STATION DISK AR1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1663_STAMPING: 7395 E 1978 AR1663_MARK LOGO: NOS AR1663_PROJECTION: RECESSED 3 CENTIMETERS AR1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1663+STABILITY: SURFACE MOTION AR1663 AR1663 HISTORY - Date Condition Report By AR1663 HISTORY - 1978 MONUMENTED NOS AR1663 HISTORY - 1985 GOOD FLDNR AR1663 HISTORY - 19940809 MARK NOT FOUND USPSQD AR1663 HISTORY - 20010331 MARK NOT FOUND NGS AR1663 AR1663 STATION DESCRIPTION AR1663 AR1663'DESCRIBED BY FL DEPT OF NAT RES 1985 AR1663'6.35 MI WEST FROM INGLIS. AR1663'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 40/C-40, AR1663'GO 6.35 MILES WEST ON C-40 TO ITS END AT A COUNTY PARK AND BOAT RAMP. AR1663'THE MARK BEARS 28.9 FEET NORTHEAST OF THE BATHHOUSE, 42 FEET WEST OF AR1663'THE CENTERLINE OF THE ROAD TO THE PICNIC AREA, AND 2.9 FEET NORTH OF AR1663'A POWER POLE. AR1663 AR1663 STATION RECOVERY (1994) AR1663 AR1663'RECOVERY NOTE BY US POWER SQUADRON 1994 AR1663'MARK NOT FOUND. AR1663 AR1663 STATION RECOVERY (2001) AR1663 AR1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1663'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1656 *********************************************************************** AR1656 TIDAL BM - This is a Tidal Bench Mark. AR1656 DESIGNATION - 872 7411 B TIDAL AR1656 PID - AR1656 AR1656 STATE/COUNTY- FL/LEVY AR1656 USGS QUAD - YANKEETOWN (1993) AR1656 AR1656 *CURRENT SURVEY CONTROL AR1656 ___________________________________________________________________ AR1656* NAD 83(1986)- 29 01 48. (N) 082 42 59. (W) SCALED AR1656* NAVD 88 - 3.251 (meters) 10.67 (feet) POSTED AR1656 ___________________________________________________________________ AR1656 GEOID HEIGHT- -27.25 (meters) GEOID99 AR1656 DYNAMIC HT - 3.250 (meters) 10.66 (feet) COMP AR1656 MODELED GRAV- 979,241.1 (mgal) NAVD 88 AR1656 AR1656 VERT ORDER - * POSTED, Code B , SEE BELOW AR1656 AR1656.The horizontal coordinates were scaled from a topographic map and have AR1656.an estimated accuracy of +/- 6 seconds. AR1656 AR1656.The orthometric height was determined by differential leveling AR1656.and adjusted by the National Geodetic Survey in 1992. AR1656.* This is a POSTED BENCH MARK height. Code B indicates a distribution AR1656.rate of 1.1 thru 2.0 mm/km. AR1656 AR1656.This Tidal Bench Mark is designated as VM 8189 AR1656.by the Center for Operational Oceanographic Products and Services. AR1656 AR1656.The geoid height was determined by GEOID99. AR1656 AR1656.The dynamic height is computed by dividing the NAVD 88 AR1656.geopotential number by the normal gravity value computed on the AR1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1656.degrees latitude (g = 980.6199 gals.). AR1656 AR1656.The modeled gravity was interpolated from observed gravity values. AR1656 AR1656; North East Units Estimated Accuracy AR1656;SPC FL W - 520,570. 130,220. MT (+/- 180 meters Scaled) AR1656 AR1656 SUPERSEDED SURVEY CONTROL AR1656 AR1656.No superseded survey control is available for this station. AR1656 AR1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN328125(NAD 83) AR1656_MARKER: DJ = TIDAL STATION DISK AR1656_SETTING: 35 = CONCRETE BASE FOR A FLAGPOLE AR1656_STAMPING: 7411 B 1978 AR1656_MARK LOGO: NOS AR1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1656+STABILITY: SURFACE MOTION AR1656 AR1656 HISTORY - Date Condition Report By AR1656 HISTORY - 1978 MONUMENTED NOS AR1656 HISTORY - 1985 GOOD FLDNR AR1656 HISTORY - 19941216 GOOD USPSQD AR1656 HISTORY - 20010331 GOOD NGS AR1656 AR1656 STATION DESCRIPTION AR1656 AR1656'DESCRIBED BY FL DEPT OF NAT RES 1985 AR1656'IN YANKEETOWN. AR1656'THE MARK IS AT THE OLD POST OFFICE ON HARMONY LANE, BETWEEN 62ND AND AR1656'63RD STREETS, EAST-NORTHEAST OF THE TOWN HALL, 50 FEET NORTHWEST OF AR1656'THE CENTERLINE OF HARMONY LANE, 2.5 FEET EAST OF THE SOUTHEAST CORNER AR1656'OF THE OLD POST OFFICE, 1.4 FEET SOUTH OF THE FLAGPOLE, AND IS SET IN AR1656'THE BASE FOR THE FLAGPOLE. AR1656 AR1656 STATION RECOVERY (1994) AR1656 AR1656'RECOVERY NOTE BY US POWER SQUADRON 1994 AR1656'RECOVERED IN GOOD CONDITION. AR1656 AR1656 STATION RECOVERY (2001) AR1656 AR1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0747 *********************************************************************** AR0747 DESIGNATION - A 22 RESET AR0747 PID - AR0747 AR0747 STATE/COUNTY- FL/LEVY AR0747 USGS QUAD - WILLISTON (1976) AR0747 AR0747 *CURRENT SURVEY CONTROL AR0747 ___________________________________________________________________ AR0747* NAD 83(1986)- 29 23 11. (N) 082 26 49. (W) SCALED AR0747* NAVD 88 - 22.968 (meters) 75.35 (feet) ADJUSTED AR0747 ___________________________________________________________________ AR0747 GEOID HEIGHT- -27.71 (meters) GEOID99 AR0747 DYNAMIC HT - 22.936 (meters) 75.25 (feet) COMP AR0747 MODELED GRAV- 979,270.0 (mgal) NAVD 88 AR0747 AR0747 VERT ORDER - FIRST CLASS I AR0747 AR0747.The horizontal coordinates were scaled from a topographic map and have AR0747.an estimated accuracy of +/- 6 seconds. AR0747 AR0747.The orthometric height was determined by differential leveling AR0747.and adjusted by the National Geodetic Survey in June 1991. AR0747 AR0747.The geoid height was determined by GEOID99. AR0747 AR0747.The dynamic height is computed by dividing the NAVD 88 AR0747.geopotential number by the normal gravity value computed on the AR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0747.degrees latitude (g = 980.6199 gals.). AR0747 AR0747.The modeled gravity was interpolated from observed gravity values. AR0747 AR0747; North East Units Estimated Accuracy AR0747;SPC FL W - 559,940. 156,620. MT (+/- 180 meters Scaled) AR0747 AR0747 SUPERSEDED SURVEY CONTROL AR0747 AR0747 NGVD 29 - 23.214 (m) 76.16 (f) ADJ UNCH 1 1 AR0747 AR0747.Superseded values are not recommended for survey control. AR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0747.See file dsdata.txt to determine how the superseded data were derived. AR0747 AR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN595516(NAD 83) AR0747_MARKER: DB = BENCH MARK DISK AR0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0747_STAMPING: A 22 RESET 1955 AR0747_MARK LOGO: CGS AR0747_MAGNETIC: O = OTHER; SEE DESCRIPTION AR0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0747+STABILITY: SURFACE MOTION AR0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR0747+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 AR0747 AR0747 HISTORY - Date Condition Report By AR0747 HISTORY - 1955 MONUMENTED CGS AR0747 HISTORY - 1966 GOOD NGS AR0747 HISTORY - 19920418 GOOD NGS AR0747 HISTORY - 19970619 GOOD USPSQD AR0747 AR0747 STATION DESCRIPTION AR0747 AR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AR0747'AT WILLISTON. AR0747'AT WILLISTON, ALONG THE SEABOARD AIR LINE RAILROAD, ABOUT 0.15 AR0747'MILE SOUTH OF MILEPOST 730, ABOUT 63 YARDS NORTH OF AND ACROSS AR0747'NOBLE AVENUE FROM THE NORTHWEST CORNER OF THE RAILROAD STATION, AR0747'71.5 FEET NORTH OF THE NORTH CURB OF NOBLE AVENUE, 15.2 FEET AR0747'EAST OF THE EAST RAIL OF THE MAIN TRACK, 12.6 FEET WEST OF THE AR0747'WEST CURB OF EAST MAIN STREET, 21 FEET SOUTHWEST OF A TELEPHONE AR0747'POLE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN AR0747'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AR0747 AR0747 STATION RECOVERY (1992) AR0747 AR0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0747'THE MARK IS IN WILLISTON, IN SECTION 6, T 12 S, R 19 E. THE MARK IS AT AR0747'THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH MAIN AR0747'STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN WILLISTON, IN THE GRASS AR0747'STRIP ON THE WEST SIDE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE AR0747'POST FLUSH WITH THE GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL AR0747'OF THE ROAD. LOCATED 100.0 FT (30.5 M) SOUTH OF THE SOUTH EDGE OF THE AR0747'SIDEWALK, 71.5 FT (21.8 M) NORTH OF THE NORTH CURB OF ALTERNATE 27 AR0747'(NOBLE AVENUE), 45.1 FT (13.7 M) EAST OF THE 1.5 FT (0.5 M) HIGH AR0747'CINDER BLOCK RETAINING WALL ON THE WEST SIDE OF THE GRASS STRIP, AND AR0747'12.6 FT (3.8 M) WEST OF THE WEST CURB OF U.S. HIGHWAYS 27, 41 AND AR0747'STATE ROAD 121 (NORTH MAIN STREET). MARK WAS NOT LEVELED TO THIS DATE. AR0747 AR0747 STATION RECOVERY (1997) AR0747 AR0747'RECOVERY NOTE BY US POWER SQUADRON 1997 AR0747'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1472 *********************************************************************** AR1472 DESIGNATION - AK 37 FLGS RESET 1960 AR1472 PID - AR1472 AR1472 STATE/COUNTY- FL/LEVY AR1472 USGS QUAD - YANKEETOWN (1993) AR1472 AR1472 *CURRENT SURVEY CONTROL AR1472 ___________________________________________________________________ AR1472* NAD 83(1986)- 29 01 48. (N) 082 39 44. (W) SCALED AR1472* NAVD 88 - 5.199 (meters) 17.06 (feet) POSTED AR1472 ___________________________________________________________________ AR1472 GEOID HEIGHT- -27.30 (meters) GEOID99 AR1472 DYNAMIC HT - 5.190 (meters) 17.03 (feet) COMP AR1472 MODELED GRAV- 979,239.8 (mgal) NAVD 88 AR1472 AR1472 VERT ORDER - * POSTED, Code C , SEE BELOW AR1472 AR1472.The horizontal coordinates were scaled from a topographic map and have AR1472.an estimated accuracy of +/- 6 seconds. AR1472 AR1472.The orthometric height was determined by differential leveling AR1472.and adjusted by the National Geodetic Survey in 1992. AR1472.* This is a POSTED BENCH MARK height. Code C indicates a distribution AR1472.rate of 2.1 thru 3.0 mm/km. AR1472 AR1472.The geoid height was determined by GEOID99. AR1472 AR1472.The dynamic height is computed by dividing the NAVD 88 AR1472.geopotential number by the normal gravity value computed on the AR1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1472.degrees latitude (g = 980.6199 gals.). AR1472 AR1472.The modeled gravity was interpolated from observed gravity values. AR1472 AR1472; North East Units Estimated Accuracy AR1472;SPC FL W - 520,540. 135,500. MT (+/- 180 meters Scaled) AR1472 AR1472 SUPERSEDED SURVEY CONTROL AR1472 AR1472.No superseded survey control is available for this station. AR1472 AR1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN381124(NAD 83) AR1472_MARKER: DE = TRAVERSE STATION DISK AR1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1472_STAMPING: AK 37 RESET 1960 AR1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1472+STABILITY: SURFACE MOTION AR1472 AR1472 HISTORY - Date Condition Report By AR1472 HISTORY - 1960 MONUMENTED FLGS AR1472 HISTORY - 1977 GOOD FLDNR AR1472 HISTORY - 1990 GOOD USPSQD AR1472 HISTORY - 1990 GOOD USPSQD AR1472 HISTORY - 20010331 GOOD NGS AR1472 AR1472 STATION DESCRIPTION AR1472 AR1472'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1472'0.5 MI EAST FROM INGLIS. AR1472'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AR1472'AT INGLIS. PROCEED 0.5 MILES EAST ALONG STATE ROAD 40, TO A SMALL AR1472'WHITE FRAME FARMHOUSE ON THE RIGHT AND THE MARK ON THE LEFT, WHICH AR1472'BEARS 50 YARDS NORTHWEST OF AND ACROSS THE ROAD FROM A SMALL AR1472'WHITE FRAME HOUSE, 46 FEET NORTH OF THE CENTER LINE OF STATE ROAD AR1472'40, 63 FEET WEST OF TELEPHONE POLE NUMBER 249, 32 FEET WEST OF THE AR1472'WEST END OF A WOODEN GATE, 29 FEET NORTHWEST OF THE WEST END OF AN AR1472'18 INCH CONCRETE PIPE FOR A CULVERT. AR1472 AR1472 STATION RECOVERY (1990) AR1472 AR1472'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1472'RECOVERED IN GOOD CONDITION. AR1472 AR1472 STATION RECOVERY (1990) AR1472 AR1472'RECOVERY NOTE BY US POWER SQUADRON 1990 (KWK) AR1472'RECOVERED IN GOOD CONDITION. AR1472 AR1472 STATION RECOVERY (2001) AR1472 AR1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1471 *********************************************************************** AR1471 DESIGNATION - AK 38 FLGS AR1471 PID - AR1471 AR1471 STATE/COUNTY- FL/LEVY AR1471 USGS QUAD - YANKEETOWN (1993) AR1471 AR1471 *CURRENT SURVEY CONTROL AR1471 ___________________________________________________________________ AR1471* NAD 83(1986)- 29 01 43. (N) 082 38 45. (W) SCALED AR1471* NAVD 88 - 5.946 (meters) 19.51 (feet) POSTED AR1471 ___________________________________________________________________ AR1471 GEOID HEIGHT- -27.31 (meters) GEOID99 AR1471 DYNAMIC HT - 5.940 (meters) 19.49 (feet) COMP AR1471 MODELED GRAV- 979,239.0 (mgal) NAVD 88 AR1471 AR1471 VERT ORDER - * POSTED, Code C , SEE BELOW AR1471 AR1471.The horizontal coordinates were scaled from a topographic map and have AR1471.an estimated accuracy of +/- 6 seconds. AR1471 AR1471.The orthometric height was determined by differential leveling AR1471.and adjusted by the National Geodetic Survey in 1992. AR1471.* This is a POSTED BENCH MARK height. Code C indicates a distribution AR1471.rate of 2.1 thru 3.0 mm/km. AR1471 AR1471.The geoid height was determined by GEOID99. AR1471 AR1471.The dynamic height is computed by dividing the NAVD 88 AR1471.geopotential number by the normal gravity value computed on the AR1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1471.degrees latitude (g = 980.6199 gals.). AR1471 AR1471.The modeled gravity was interpolated from observed gravity values. AR1471 AR1471; North East Units Estimated Accuracy AR1471;SPC FL W - 520,370. 137,090. MT (+/- 180 meters Scaled) AR1471 AR1471 SUPERSEDED SURVEY CONTROL AR1471 AR1471.No superseded survey control is available for this station. AR1471 AR1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN397122(NAD 83) AR1471_MARKER: DE = TRAVERSE STATION DISK AR1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1471_STAMPING: AK 38 AR1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1471+STABILITY: SURFACE MOTION AR1471 AR1471 HISTORY - Date Condition Report By AR1471 HISTORY - UNK MONUMENTED FLGS AR1471 HISTORY - 1977 GOOD FLDNR AR1471 HISTORY - 1988 GOOD USPSQD AR1471 HISTORY - 1990 GOOD USPSQD AR1471 HISTORY - 1990 GOOD USPSQD AR1471 HISTORY - 20010331 GOOD NGS AR1471 AR1471 STATION DESCRIPTION AR1471 AR1471'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1471'1.5 MI EAST FROM INGLIS. AR1471'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AR1471'IN INGLIS. PROCEED 1.5 MILES EAST ALONG STATE ROAD 40 TO THE MARK AR1471'ON THE LEFT, WHICH BEARS 38 FEET NORTH-NORTHEAST OF THE CENTER LINE OF AR1471'STATE ROAD 40, 111 FEET WEST-NORTHWEST OF THE NORTH END OF A AR1471'CONCRETE CULVERT, 88 YARDS NORTHWEST OF THE EXTENDED CENTER LINE AR1471'OF A ROAD LEADING SOUTHWEST, 23.5 FEET WEST OF TELEPHONE POLE AR1471'NUMBER 230. AR1471 AR1471 STATION RECOVERY (1988) AR1471 AR1471'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AR1471'RECOVERED IN GOOD CONDITION. AR1471 AR1471 STATION RECOVERY (1990) AR1471 AR1471'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1471'RECOVERED IN GOOD CONDITION. AR1471 AR1471 STATION RECOVERY (1990) AR1471 AR1471'RECOVERY NOTE BY US POWER SQUADRON 1990 (KWK) AR1471'RECOVERED IN GOOD CONDITION. AR1471 AR1471 STATION RECOVERY (2001) AR1471 AR1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1470 *********************************************************************** AR1470 DESIGNATION - AK 39 FLGS RESET 1960 AR1470 PID - AR1470 AR1470 STATE/COUNTY- FL/LEVY AR1470 USGS QUAD - YANKEETOWN (1993) AR1470 AR1470 *CURRENT SURVEY CONTROL AR1470 ___________________________________________________________________ AR1470* NAD 83(1986)- 29 01 34. (N) 082 38 24. (W) SCALED AR1470* NAVD 88 - 7.704 (meters) 25.28 (feet) POSTED AR1470 ___________________________________________________________________ AR1470 GEOID HEIGHT- -27.31 (meters) GEOID99 AR1470 DYNAMIC HT - 7.690 (meters) 25.23 (feet) COMP AR1470 MODELED GRAV- 979,238.6 (mgal) NAVD 88 AR1470 AR1470 VERT ORDER - * POSTED, Code C , SEE BELOW AR1470 AR1470.The horizontal coordinates were scaled from a topographic map and have AR1470.an estimated accuracy of +/- 6 seconds. AR1470 AR1470.The orthometric height was determined by differential leveling AR1470.and adjusted by the National Geodetic Survey in 1992. AR1470.* This is a POSTED BENCH MARK height. Code C indicates a distribution AR1470.rate of 2.1 thru 3.0 mm/km. AR1470 AR1470.The geoid height was determined by GEOID99. AR1470 AR1470.The dynamic height is computed by dividing the NAVD 88 AR1470.geopotential number by the normal gravity value computed on the AR1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1470.degrees latitude (g = 980.6199 gals.). AR1470 AR1470.The modeled gravity was interpolated from observed gravity values. AR1470 AR1470; North East Units Estimated Accuracy AR1470;SPC FL W - 520,090. 137,660. MT (+/- 180 meters Scaled) AR1470 AR1470 SUPERSEDED SURVEY CONTROL AR1470 AR1470.No superseded survey control is available for this station. AR1470 AR1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN402119(NAD 83) AR1470_MARKER: DE = TRAVERSE STATION DISK AR1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1470_STAMPING: AK 39 RESET 1960 AR1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1470+STABILITY: SURFACE MOTION AR1470 AR1470 HISTORY - Date Condition Report By AR1470 HISTORY - 1960 MONUMENTED FLGS AR1470 HISTORY - 1977 GOOD FLDNR AR1470 HISTORY - 1988 GOOD USPSQD AR1470 HISTORY - 1990 GOOD USPSQD AR1470 HISTORY - 1990 GOOD USPSQD AR1470 HISTORY - 20010331 GOOD NGS AR1470 AR1470 STATION DESCRIPTION AR1470 AR1470'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1470'1.9 MI EAST FROM INGLIS. AR1470'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STAE ROAD 40 AR1470'AT INGLIS. PROCEED 1.9 MILES EAST ALONG STATE ROAD 40, TO A JUNCTION AR1470'WITH A DIRT ROAD LEADING SOUTH AND THE MARK ON THE RIGHT. THE MARK AR1470'BEARS 54 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE ROAD AR1470'40 AT THE EAST END OF A CURVE IN THE ROAD, 147 FEET EAST OF THE CENTER AR1470'LINE OF A DIRT ROAD LEADING SOUTH, 123 FEET SOUTHEAST OF TELEPHONE AR1470'POLE NUMBER 222. AR1470 AR1470 STATION RECOVERY (1988) AR1470 AR1470'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AR1470'RECOVERED IN GOOD CONDITION. AR1470 AR1470 STATION RECOVERY (1990) AR1470 AR1470'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1470'RECOVERED IN GOOD CONDITION. AR1470 AR1470 STATION RECOVERY (1990) AR1470 AR1470'RECOVERY NOTE BY US POWER SQUADRON 1990 (KWK) AR1470'RECOVERED IN GOOD CONDITION. AR1470 AR1470 STATION RECOVERY (2001) AR1470 AR1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0741 *********************************************************************** AR0741 DESIGNATION - B 22 AR0741 PID - AR0741 AR0741 STATE/COUNTY- FL/LEVY AR0741 USGS QUAD - WILLISTON (1976) AR0741 AR0741 *CURRENT SURVEY CONTROL AR0741 ___________________________________________________________________ AR0741* NAD 83(1986)- 29 25 12. (N) 082 27 20. (W) SCALED AR0741* NAVD 88 - 25.680 (meters) 84.25 (feet) ADJUSTED AR0741 ___________________________________________________________________ AR0741 GEOID HEIGHT- -27.72 (meters) GEOID99 AR0741 DYNAMIC HT - 25.645 (meters) 84.14 (feet) COMP AR0741 MODELED GRAV- 979,273.5 (mgal) NAVD 88 AR0741 AR0741 VERT ORDER - FIRST CLASS I AR0741 AR0741.The horizontal coordinates were scaled from a topographic map and have AR0741.an estimated accuracy of +/- 6 seconds. AR0741 AR0741.The orthometric height was determined by differential leveling AR0741.and adjusted by the National Geodetic Survey in June 1991. AR0741 AR0741.The geoid height was determined by GEOID99. AR0741 AR0741.The dynamic height is computed by dividing the NAVD 88 AR0741.geopotential number by the normal gravity value computed on the AR0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0741.degrees latitude (g = 980.6199 gals.). AR0741 AR0741.The modeled gravity was interpolated from observed gravity values. AR0741 AR0741; North East Units Estimated Accuracy AR0741;SPC FL W - 563,670. 155,790. MT (+/- 180 meters Scaled) AR0741 AR0741 SUPERSEDED SURVEY CONTROL AR0741 AR0741 NGVD 29 - 25.929 (m) 85.07 (f) ADJ UNCH 1 1 AR0741 AR0741.Superseded values are not recommended for survey control. AR0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0741.See file dsdata.txt to determine how the superseded data were derived. AR0741 AR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587554(NAD 83) AR0741_MARKER: DB = BENCH MARK DISK AR0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0741_STAMPING: B 22 1933 85.069 AR0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0741+STABILITY: SURFACE MOTION AR0741 AR0741 HISTORY - Date Condition Report By AR0741 HISTORY - 1933 MONUMENTED CGS AR0741 HISTORY - 1966 GOOD NGS AR0741 HISTORY - 19920418 MARK NOT FOUND NGS AR0741 HISTORY - 19981123 MARK NOT FOUND USPSQD AR0741 AR0741 STATION DESCRIPTION AR0741 AR0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AR0741'2.4 MI N FROM WILLISTON. AR0741'2.4 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AR0741'STATION AT WILLISTON, ALSO 2.4 MILES NORTH ALONG U.S. HIGHWAY 41 AR0741'FROM THE STATION AT WILLISTON, ABOUT 0.2 MILE NORTH OF MILEPOST AR0741'728, ABOUT 0.1 MILE NORTH OF A SAND ROAD CROSSING, 116 1/2 FEET AR0741'SOUTHWEST OF THE SECOND TELEPHONE POLE NORTH OF THE CROSSING, AR0741'14.8 FEET EAST OF THE EAST RAIL, 1.4 FEET SOUTH OF A METAL WITNESS AR0741'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE AR0741'POST PROJECTING 0.3 FOOT. AR0741 AR0741 STATION RECOVERY (1992) AR0741 AR0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0741'NOTE THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND. THIS AREA IS AR0741'NOW A PASTURE. THE TRACKS, TELEPHONE POLES AND MILEPOST MARKERS HAVE AR0741'BEEN REMOVED. AR0741 AR0741 STATION RECOVERY (1998) AR0741 AR0741'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0741'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0738 *********************************************************************** AR0738 DESIGNATION - C 22 AR0738 PID - AR0738 AR0738 STATE/COUNTY- FL/LEVY AR0738 USGS QUAD - WILLISTON (1976) AR0738 AR0738 *CURRENT SURVEY CONTROL AR0738 ___________________________________________________________________ AR0738* NAD 83(1986)- 29 26 30. (N) 082 27 59. (W) SCALED AR0738* NAVD 88 - 22.319 (meters) 73.22 (feet) ADJUSTED AR0738 ___________________________________________________________________ AR0738 GEOID HEIGHT- -27.72 (meters) GEOID99 AR0738 DYNAMIC HT - 22.289 (meters) 73.13 (feet) COMP AR0738 MODELED GRAV- 979,275.6 (mgal) NAVD 88 AR0738 AR0738 VERT ORDER - FIRST CLASS I AR0738 AR0738.The horizontal coordinates were scaled from a topographic map and have AR0738.an estimated accuracy of +/- 6 seconds. AR0738 AR0738.The orthometric height was determined by differential leveling AR0738.and adjusted by the National Geodetic Survey in June 1991. AR0738 AR0738.The geoid height was determined by GEOID99. AR0738 AR0738.The dynamic height is computed by dividing the NAVD 88 AR0738.geopotential number by the normal gravity value computed on the AR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0738.degrees latitude (g = 980.6199 gals.). AR0738 AR0738.The modeled gravity was interpolated from observed gravity values. AR0738 AR0738; North East Units Estimated Accuracy AR0738;SPC FL W - 566,070. 154,750. MT (+/- 180 meters Scaled) AR0738 AR0738 SUPERSEDED SURVEY CONTROL AR0738 AR0738 NGVD 29 - 22.569 (m) 74.05 (f) ADJ UNCH 1 1 AR0738 AR0738.Superseded values are not recommended for survey control. AR0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0738.See file dsdata.txt to determine how the superseded data were derived. AR0738 AR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN577578(NAD 83) AR0738_MARKER: DB = BENCH MARK DISK AR0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0738_STAMPING: C 22 1933 74.094 AR0738_MARK LOGO: CGS AR0738_MAGNETIC: O = OTHER; SEE DESCRIPTION AR0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0738+STABILITY: SURFACE MOTION AR0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0738+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 AR0738 AR0738 HISTORY - Date Condition Report By AR0738 HISTORY - 1933 MONUMENTED CGS AR0738 HISTORY - 1966 GOOD NGS AR0738 HISTORY - 19920418 GOOD NGS AR0738 HISTORY - 19970619 GOOD USPSQD AR0738 AR0738 STATION DESCRIPTION AR0738 AR0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AR0738'4.1 MI N FROM WILLISTON. AR0738'4.1 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AR0738'STATION AT WILLISTON, AT RALEIGHT (A SMALL COMMUNITY), ABOUT 0.1 AR0738'MILE SOUTHEAST OF MILEPOST 726, NEAR THE CROSSING OF STATE HIGHWAY AR0738'S 335, 45 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 25.9 AR0738'FEET NORTHEAST OF AND ACROSS A SIDETRACK FROM THE NORTHEAST AR0738'RAIL OF MAIN TRACK, 31 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, AR0738'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH AR0738'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 AR0738'FOOT. AR0738 AR0738 STATION RECOVERY (1992) AR0738 AR0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0738'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTH OF WILLISTON, IN SECTION 13, T AR0738'12 S, R 18 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, AR0738'41 AND STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AR0738'AVENUE) IN WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD AR0738'121 (NORTH MAIN STREET) FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE AR0738'ROAD 121 NORTH ON THE RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 AR0738'FOR 1.75 MI (2.82 KM) TO THE JUNCTION OF COUNTY ROAD 343, CONTINUE AR0738'NORTH ON U.S. HIGHWAY 27 AND 41 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF AR0738'COUNTY ROAD 335 AND THE MARK ON THE LEFT, SET IN THE TOP OF A SQUARE AR0738'CONCRETE MONUMENT PROJECTING 0.4 FT (12.2 CM) ABOVE THE LEVEL OF THE AR0738'GROUND AND LEVEL WITH THE ROADS. LOCATED 121.6 FT (37.1 M) WEST OF THE AR0738'CENTERLINE OF U.S. HIGHWAYS 27 AND 41, 111.7 FT (34.0 M) EAST OF POWER AR0738'POLE NUMBER 105125-095700, 62.0 FT (18.9 M) NORTHWEST OF POWER POLE AR0738'NUMBER 415244, 44.0 FT (13.4 M) NORTH OF THE CENTERLINE OF COUNTY ROAD AR0738'335, 0.6 FT (18.3 CM) SOUTH OF A CARSONITE WITNESS POST. AR0738 AR0738 STATION RECOVERY (1997) AR0738 AR0738'RECOVERY NOTE BY US POWER SQUADRON 1997 AR0738'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0744 *********************************************************************** AR0744 DESIGNATION - C 269 AR0744 PID - AR0744 AR0744 STATE/COUNTY- FL/LEVY AR0744 USGS QUAD - WILLISTON (1976) AR0744 AR0744 *CURRENT SURVEY CONTROL AR0744 ___________________________________________________________________ AR0744* NAD 83(1986)- 29 24 10. (N) 082 27 01. (W) SCALED AR0744* NAVD 88 - 23.131 (meters) 75.89 (feet) ADJUSTED AR0744 ___________________________________________________________________ AR0744 GEOID HEIGHT- -27.71 (meters) GEOID99 AR0744 DYNAMIC HT - 23.099 (meters) 75.78 (feet) COMP AR0744 MODELED GRAV- 979,271.9 (mgal) NAVD 88 AR0744 AR0744 VERT ORDER - FIRST CLASS I AR0744 AR0744.The horizontal coordinates were scaled from a topographic map and have AR0744.an estimated accuracy of +/- 6 seconds. AR0744 AR0744.The orthometric height was determined by differential leveling AR0744.and adjusted by the National Geodetic Survey in June 1991. AR0744 AR0744.The geoid height was determined by GEOID99. AR0744 AR0744.The dynamic height is computed by dividing the NAVD 88 AR0744.geopotential number by the normal gravity value computed on the AR0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0744.degrees latitude (g = 980.6199 gals.). AR0744 AR0744.The modeled gravity was interpolated from observed gravity values. AR0744 AR0744; North East Units Estimated Accuracy AR0744;SPC FL W - 561,760. 156,300. MT (+/- 180 meters Scaled) AR0744 AR0744 SUPERSEDED SURVEY CONTROL AR0744 AR0744 NGVD 29 - 23.378 (m) 76.70 (f) ADJ UNCH 1 1 AR0744 AR0744.Superseded values are not recommended for survey control. AR0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0744.See file dsdata.txt to determine how the superseded data were derived. AR0744 AR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN592534(NAD 83) AR0744_MARKER: DB = BENCH MARK DISK AR0744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AR0744_STAMPING: C 269 1966 AR0744_MARK LOGO: CGS AR0744_MAGNETIC: O = OTHER; SEE DESCRIPTION AR0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0744+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 AR0744 AR0744 HISTORY - Date Condition Report By AR0744 HISTORY - 1966 MONUMENTED CGS AR0744 HISTORY - 1989 GOOD USPSQD AR0744 HISTORY - 19920418 GOOD NGS AR0744 AR0744 STATION DESCRIPTION AR0744 AR0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0744'1.1 MI N FROM WILLISTON. AR0744'1.1 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE SEABOARD AIR AR0744'LINE RAILROAD STATION, ABOUT 135 YARDS SOUTHEAST OF THE JUNCTION AR0744'OF U.S. HIGHWAY 41 AND STATE HIGHWAY S 318 A, NEAR THE SOUTHWEST AR0744'CORNER OF STEEL FENCE AROUND A POWER SUB-STATION AND MICROWAVE AR0744'TOWER, 97 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37.5 AR0744'FEET EAST OF THE SOUTHWEST CORNER OF THE WIRE FENCE, 0.7 FOOT AR0744'SOUTH OF THE EAST-WEST FENCE LINE, 1.0 FOOT WEST OF A METAL WITNESS AR0744'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A AR0744'DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 0.2 FOOT AR0744'AND PROTECTED BY A 6-INCH IRON PIPE PROJECTING 0.4 FOOT. THE AR0744'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 13.3 FEET. AR0744 AR0744 STATION RECOVERY (1989) AR0744 AR0744'RECOVERY NOTE BY US POWER SQUADRON 1989 (HS) AR0744'RECOVERED IN GOOD CONDITION. AR0744 AR0744 STATION RECOVERY (1992) AR0744 AR0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0744'THE MARK IS ABOUT 1.1 MI (1.8 KM) NORTH OF WILLISTON, NEAR THE AR0744'SUB-STATION AND MICROWAVE TOWER IN SECTION 31, T 12 S, R 19 E. TO AR0744'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND STATE AR0744'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN AR0744'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH AR0744'MAIN STREET) FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 121 AR0744'NORTH ON THE RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 FOR 0.6 AR0744'MI (1.0 KM) TO THE MARK ON THE RIGHT NEAR THE SOUTHWEST CORNER OF THE AR0744'FENCE AROUND THE SUB-STATION AND MICROWAVE TOWER, SET ON THE TOP OF A AR0744'COPPER CLAD STEEL ROD DRIVEN TO REFUSAL AND FLUSH WITH THE GROUND, AR0744'PROTECTED BY A 6-INCH IRON PIPE PROJECTING 0.3 FT (9.1 CM) ABOVE THE AR0744'LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE AR0744'ROAD. LOCATED 98.0 FT (29.9 M) EAST OF THE CENTERLINE OF U.S. HIGHWAYS AR0744'27 AND 41, 37.7 FT (11.5 M) EAST OF THE SOUTHEAST CORNER OF THE FENCE, AR0744'9.4 FT (2.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT TRACK AR0744'ROAD, 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST AND 0.8 FT (24.4 CM) AR0744'SOUTH OF THE EAST-WEST FENCE LINE. MARK WAS NOT LEVELED TO THIS DATE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0742 *********************************************************************** AR0742 DESIGNATION - C 28 AR0742 PID - AR0742 AR0742 STATE/COUNTY- FL/LEVY AR0742 USGS QUAD - WILLISTON (1976) AR0742 AR0742 *CURRENT SURVEY CONTROL AR0742 ___________________________________________________________________ AR0742* NAD 83(1986)- 29 24 39. (N) 082 27 10. (W) SCALED AR0742* NAVD 88 - 26.720 (meters) 87.66 (feet) ADJUSTED AR0742 ___________________________________________________________________ AR0742 GEOID HEIGHT- -27.71 (meters) GEOID99 AR0742 DYNAMIC HT - 26.684 (meters) 87.55 (feet) COMP AR0742 MODELED GRAV- 979,272.7 (mgal) NAVD 88 AR0742 AR0742 VERT ORDER - FIRST CLASS I AR0742 AR0742.The horizontal coordinates were scaled from a topographic map and have AR0742.an estimated accuracy of +/- 6 seconds. AR0742 AR0742.The orthometric height was determined by differential leveling AR0742.and adjusted by the National Geodetic Survey in June 1991. AR0742 AR0742.The geoid height was determined by GEOID99. AR0742 AR0742.The dynamic height is computed by dividing the NAVD 88 AR0742.geopotential number by the normal gravity value computed on the AR0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0742.degrees latitude (g = 980.6199 gals.). AR0742 AR0742.The modeled gravity was interpolated from observed gravity values. AR0742 AR0742; North East Units Estimated Accuracy AR0742;SPC FL W - 562,650. 156,060. MT (+/- 180 meters Scaled) AR0742 AR0742 SUPERSEDED SURVEY CONTROL AR0742 AR0742 NGVD 29 - 26.968 (m) 88.48 (f) ADJ UNCH 1 1 AR0742 AR0742.Superseded values are not recommended for survey control. AR0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0742.See file dsdata.txt to determine how the superseded data were derived. AR0742 AR0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN590543(NAD 83) AR0742_MARKER: DB = BENCH MARK DISK AR0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0742_STAMPING: C 28 AR0742_MARK LOGO: CGS AR0742_MAGNETIC: O = OTHER; SEE DESCRIPTION AR0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0742+STABILITY: SURFACE MOTION AR0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0742+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 AR0742 AR0742 HISTORY - Date Condition Report By AR0742 HISTORY - UNK MONUMENTED FLGS AR0742 HISTORY - 1966 GOOD NGS AR0742 HISTORY - 1988 GOOD USPSQD AR0742 HISTORY - 19920418 POOR NGS AR0742 AR0742 STATION DESCRIPTION AR0742 AR0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AR0742'1.6 MI N FROM WILLISTON. AR0742'1.6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE SEABOARD AIR LINE AR0742'RAILROAD STATION AT WILLISTON, ABOUT 0.5 MILE NORTH OF A SUB-STATION AR0742'AND TOWER, 45 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF AR0742'A SAND ROAD WEST AND A PRIVATE ROAD EAST, 32.5 FEET EAST OF THE AR0742'CENTER LINE OF THE HIGHWAY, 25 1/2 FEET SOUTH OF THE CENTER LINE OF AR0742'THE PRIVATE ROAD, 21 FEET SOUTHWEST OF A FENCE CORNER, 0.8 FOOT AR0742'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE AR0742'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 AR0742'FOOT. AR0742 AR0742 STATION RECOVERY (1988) AR0742 AR0742'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AR0742'RECOVERED IN GOOD CONDITION. AR0742 AR0742 STATION RECOVERY (1992) AR0742 AR0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0742'THE MARK IS ABOUT 1.6 MI (2.6 KM) NORTH OF WILLISTON, IN SECTION 30, T AR0742'12 S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, AR0742'41 AND STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AR0742'AVENUE) IN WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD AR0742'121 (NORTH MAIN STREET) FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE AR0742'ROAD 121 NORTH ON THE RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 AR0742'FOR 1.2 MI (1.9 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A AR0742'CONCRETE POST PROJECTING 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE AR0742'GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ROAD. LOCATED AR0742'32.7 FT (10.0 M) EAST OF THE CENTERLINE OF U.S. HIGHWAYS 27 AND 41, AR0742'17.8 FT (5.4 M) WEST OF THE FENCE LINE, 11.5 FT (3.5 M) WEST OF POWER AR0742'LINE BRACE POLE NUMBER S1-479-45TUBB WITH 3 GUY WIRES ATTACHED AND 0.6 AR0742'FT (18.3 CM) SOUTH OF A METAL WITNESS POST. NOTE MARK HAS BEEN HIT AR0742'AND LEANING TO THE NORTH. MARK WAS NOT LEVELED TO THIS DATE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1947 *********************************************************************** AR1947 DESIGNATION - CR 64 AR1947 PID - AR1947 AR1947 STATE/COUNTY- FL/LEVY AR1947 USGS QUAD - WITHLACOOCHEE BAY (1992) AR1947 AR1947 *CURRENT SURVEY CONTROL AR1947 ___________________________________________________________________ AR1947* NAD 83(1999)- 29 00 11.15012(N) 082 45 31.30559(W) ADJUSTED AR1947* NAVD 88 - 1.6 (meters) 5. (feet) GPS OBS AR1947 ___________________________________________________________________ AR1947 X - 703,684.059 (meters) COMP AR1947 Y - -5,538,122.651 (meters) COMP AR1947 Z - 3,074,189.014 (meters) COMP AR1947 LAPLACE CORR- -0.92 (seconds) DEFLEC99 AR1947 ELLIP HEIGHT- -25.63 (meters) (06/19/01) GPS OBS AR1947 GEOID HEIGHT- -27.18 (meters) GEOID99 AR1947 AR1947 HORZ ORDER - FIRST AR1947 ELLP ORDER - FOURTH CLASS I AR1947 AR1947.The horizontal coordinates were established by GPS observations AR1947.and adjusted by the National Geodetic Survey in June 2001. AR1947 AR1947.The orthometric height was determined by GPS observations and a AR1947.high-resolution geoid model. AR1947 AR1947.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1947 AR1947.The Laplace correction was computed from DEFLEC99 derived deflections. AR1947 AR1947.The ellipsoidal height was determined by GPS observations AR1947.and is referenced to NAD 83. AR1947 AR1947.The geoid height was determined by GEOID99. AR1947 AR1947; North East Units Scale Converg. AR1947;SPC FL W - 517,610.618 126,078.890 MT 1.00000858 -0 22 04.4 AR1947;UTM 17 - 3,209,603.770 328,693.878 MT 0.99996214 -0 51 10.5 AR1947 AR1947: Primary Azimuth Mark Grid Az AR1947:SPC FL W - CR 64A 045 54 26.5 AR1947:UTM 17 - CR 64A 046 23 32.6 AR1947 AR1947|---------------------------------------------------------------------| AR1947| PID Reference Object Distance Geod. Az | AR1947| dddmmss.s | AR1947| AR1946 CR 64A APPROX. 0.7 KM 0453222.1 | AR1947|---------------------------------------------------------------------| AR1947 AR1947 SUPERSEDED SURVEY CONTROL AR1947 AR1947 NAD 83(1990)- 29 00 11.14892(N) 082 45 31.30491(W) AD( ) 1 AR1947 ELLIP HT - -25.51 (m) (08/31/94) GP( ) 4 1 AR1947 AR1947.Superseded values are not recommended for survey control. AR1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1947.See file dsdata.txt to determine how the superseded data were derived. AR1947 AR1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2869409604(NAD 83) AR1947_MARKER: DD = SURVEY DISK AR1947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AR1947_STAMPING: CR 64 AR1947_MARK LOGO: FLDNR AR1947_PROJECTION: FLUSH AR1947_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AR1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1947+SATELLITE: SATELLITE OBSERVATIONS - 1993 AR1947_ROD/PIPE-DEPTH: 7.92 meters AR1947 AR1947 HISTORY - Date Condition Report By AR1947 HISTORY - 1993 MONUMENTED GENGRP AR1947 HISTORY - 20010331 MARK NOT FOUND NGS AR1947 AR1947 STATION DESCRIPTION AR1947 AR1947'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AR1947'THE STATION IF LOCATED IN LEVY COUNTY 6.4 MI (10.3 KM) WEST OF THE AR1947'INTERSECTION OF U.S. 19 AND C-40 ON THE RIGHT EAST OF THE EDGE OF A AR1947'LIMEROCK PARKING AREA FOR THE PARK.THE STATIONS IS NORTHEAST 132.72 AR1947'FT (40.45 M) OF A NATIONAL OCEAN SURVEY CONCRETE MONUMENT 1978 AND AR1947'NORTH 99.9 FT (30.4 M) OF A PK. AND DISK SET IN AN UTILITY POLE AR1947'LOCATED NEAR THE END OF AN ASPHALT ENTRANCE DRIVE INTO THE PARK AND AR1947'EAST OF THE PAVILLIONS AT THE PARK. AR1947 AR1947 STATION RECOVERY (2001) AR1947 AR1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1947'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1946 *********************************************************************** AR1946 DESIGNATION - CR 64A AR1946 PID - AR1946 AR1946 STATE/COUNTY- FL/LEVY AR1946 USGS QUAD - WITHLACOOCHEE BAY (1992) AR1946 AR1946 *CURRENT SURVEY CONTROL AR1946 ___________________________________________________________________ AR1946* NAD 83(1999)- 29 00 27.92620(N) 082 45 11.85828(W) ADJUSTED AR1946* NAVD 88 - 1.5 (meters) 5. (feet) GPS OBS AR1946 ___________________________________________________________________ AR1946 X - 704,174.607 (meters) COMP AR1946 Y - -5,537,807.758 (meters) COMP AR1946 Z - 3,074,640.684 (meters) COMP AR1946 LAPLACE CORR- -0.92 (seconds) DEFLEC99 AR1946 ELLIP HEIGHT- -25.72 (meters) (06/19/01) GPS OBS AR1946 GEOID HEIGHT- -27.20 (meters) GEOID99 AR1946 AR1946 HORZ ORDER - FIRST AR1946 ELLP ORDER - FOURTH CLASS I AR1946 AR1946.The horizontal coordinates were established by GPS observations AR1946.and adjusted by the National Geodetic Survey in June 2001. AR1946 AR1946.The orthometric height was determined by GPS observations and a AR1946.high-resolution geoid model. AR1946 AR1946.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1946 AR1946.The Laplace correction was computed from DEFLEC99 derived deflections. AR1946 AR1946.The ellipsoidal height was determined by GPS observations AR1946.and is referenced to NAD 83. AR1946 AR1946.The geoid height was determined by GEOID99. AR1946 AR1946; North East Units Scale Converg. AR1946;SPC FL W - 518,123.742 126,608.528 MT 1.00000762 -0 21 55.1 AR1946;UTM 17 - 3,210,112.367 329,227.817 MT 0.99995989 -0 51 01.5 AR1946 AR1946: Primary Azimuth Mark Grid Az AR1946:SPC FL W - CR 64 225 54 26.6 AR1946:UTM 17 - CR 64 226 23 33.0 AR1946 AR1946|---------------------------------------------------------------------| AR1946| PID Reference Object Distance Geod. Az | AR1946| dddmmss.s | AR1946| AR1947 CR 64 APPROX. 0.7 KM 2253231.5 | AR1946|---------------------------------------------------------------------| AR1946 AR1946 SUPERSEDED SURVEY CONTROL AR1946 AR1946 NAD 83(1990)- 29 00 27.92499(N) 082 45 11.85760(W) AD( ) 1 AR1946 ELLIP HT - -25.59 (m) (08/31/94) GP( ) 4 1 AR1946 AR1946.Superseded values are not recommended for survey control. AR1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1946.See file dsdata.txt to determine how the superseded data were derived. AR1946 AR1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2922810112(NAD 83) AR1946_MARKER: DD = SURVEY DISK AR1946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AR1946_STAMPING: CR 64A AR1946_MARK LOGO: FLDNR AR1946_PROJECTION: FLUSH AR1946_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AR1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1946+SATELLITE: SATELLITE OBSERVATIONS - 1993 AR1946_ROD/PIPE-DEPTH: 6.10 meters AR1946 AR1946 HISTORY - Date Condition Report By AR1946 HISTORY - 1993 MONUMENTED GENGRP AR1946 HISTORY - 20010331 MARK NOT FOUND NGS AR1946 AR1946 STATION DESCRIPTION AR1946 AR1946'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AR1946'THE STATION IS LOCATED IN LEVY COUNTY 5.9 MI (9.5 KM) FROM THE AR1946'INTERSECTION OF U.S. 19 AND C- 40 ON THE RIGHT. THE POINT IF LOCATED AR1946'365 FT (111.3 M) WEST OF THE WEST EDGE OF CONCRETE BRIDGE NUMBER AR1946'340012 AND 4 FT (1.2 M) NORTH OF THE EDGE OF PAVEMENT OF C-40 FLUSH AR1946'WITH THE GROUND AND 12 FT (3.7 M) SOUTH OF THE TOP OF BANK. AR1946 AR1946 STATION RECOVERY (2001) AR1946 AR1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1945 *********************************************************************** AR1945 DESIGNATION - CR 66 AR1945 PID - AR1945 AR1945 STATE/COUNTY- FL/LEVY AR1945 USGS QUAD - YANKEETOWN (1993) AR1945 AR1945 *CURRENT SURVEY CONTROL AR1945 ___________________________________________________________________ AR1945* NAD 83(1999)- 29 02 00.99496(N) 082 43 10.02239(W) ADJUSTED AR1945* NAVD 88 - 1.3 (meters) 4. (feet) GPS OBS AR1945 ___________________________________________________________________ AR1945 X - 707,269.350 (meters) COMP AR1945 Y - -5,536,011.761 (meters) COMP AR1945 Z - 3,077,146.162 (meters) COMP AR1945 LAPLACE CORR- -0.92 (seconds) DEFLEC99 AR1945 ELLIP HEIGHT- -25.99 (meters) (05/31/01) GPS OBS AR1945 GEOID HEIGHT- -27.26 (meters) GEOID99 AR1945 AR1945 HORZ ORDER - FIRST AR1945 ELLP ORDER - FOURTH CLASS I AR1945 AR1945.The horizontal coordinates were established by GPS observations AR1945.and adjusted by the National Geodetic Survey in May 2001. AR1945 AR1945.The orthometric height was determined by GPS observations and a AR1945.high-resolution geoid model. AR1945 AR1945.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1945 AR1945.The Laplace correction was computed from DEFLEC99 derived deflections. AR1945 AR1945.The ellipsoidal height was determined by GPS observations AR1945.and is referenced to NAD 83. AR1945 AR1945.The geoid height was determined by GEOID99. AR1945 AR1945; North East Units Scale Converg. AR1945;SPC FL W - 520,968.525 129,923.343 MT 1.00000175 -0 20 57.0 AR1945;UTM 17 - 3,212,928.826 332,566.436 MT 0.99994595 -0 50 04.9 AR1945 AR1945: Primary Azimuth Mark Grid Az AR1945:SPC FL W - CR 66A 083 24 49.3 AR1945:UTM 17 - CR 66A 083 53 57.2 AR1945 AR1945|---------------------------------------------------------------------| AR1945| PID Reference Object Distance Geod. Az | AR1945| dddmmss.s | AR1945| AR1944 CR 66A APPROX. 0.9 KM 0830352.3 | AR1945|---------------------------------------------------------------------| AR1945 AR1945 SUPERSEDED SURVEY CONTROL AR1945 AR1945 NAD 83(1990)- 29 02 00.99387(N) 082 43 10.02108(W) AD( ) 1 AR1945 ELLIP HT - -25.88 (m) (08/31/94) GP( ) 4 1 AR1945 AR1945.Superseded values are not recommended for survey control. AR1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1945.See file dsdata.txt to determine how the superseded data were derived. AR1945 AR1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3256612929(NAD 83) AR1945_MARKER: DD = SURVEY DISK AR1945_SETTING: 2 = ALUMINUM ALLOY ROD AR1945_STAMPING: CR 66A AR1945_MARK LOGO: FLDNR AR1945_PROJECTION: RECESSED 5 CENTIMETERS AR1945_MAGNETIC: N = NO MAGNETIC MATERIAL AR1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1945+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996 AR1945_ROD/PIPE-DEPTH: 3.66 meters AR1945 AR1945 HISTORY - Date Condition Report By AR1945 HISTORY - 1993 MONUMENTED GENGRP AR1945 HISTORY - 19960606 GOOD DCJOHN AR1945 HISTORY - 20010331 GOOD NGS AR1945 AR1945 STATION DESCRIPTION AR1945 AR1945'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AR1945'THE STATION IS LOCATED IN YANKEETOWN 3.1 MI (5.0 KM) FROM THE AR1945'INTERSECTION OF U.S.HIGHWAY 19 AND C-40 AT THE INTERSECTION OF C-40 AR1945'AND C-40A AND 63RD STREET AND ALLEN PARK ROAD (DIRT) IN THE NORTHEAST AR1945'CORNER. LOCATED 11 FT (3.4 M) FROM THE EDGE OF PAVEMENT OF C-40A AND AR1945'13.5 FT (4.1 M) FROM THE EDGE OF PAVEMENT OF C-40 AND 73 FT (22.3 M) AR1945'SOUTHEAST OF A PK. AND DISK SET IN A POWER POLE ON THE NORTHERN SIDE AR1945'OF ALLEN PARK ROAD AND 92 FT (28.0 M) NORTHWEST OF A PK.AND DISK SET AR1945'IN A 15 FT. OAK TREE LOCATED SOUTH OF C-40 AND NORTH OF 63RD STREET. AR1945'THE STATION IS 5 CM BELOW GROUND. AR1945 AR1945 STATION RECOVERY (1996) AR1945 AR1945'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX) AR1945'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED AR1945 AR1945 STATION RECOVERY (2001) AR1945 AR1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1945'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1944 *********************************************************************** AR1944 DESIGNATION - CR 66A AR1944 PID - AR1944 AR1944 STATE/COUNTY- FL/LEVY AR1944 USGS QUAD - YANKEETOWN (1993) AR1944 AR1944 *CURRENT SURVEY CONTROL AR1944 ___________________________________________________________________ AR1944* NAD 83(1999)- 29 02 04.70965(N) 082 42 35.26223(W) ADJUSTED AR1944* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS AR1944 ___________________________________________________________________ AR1944 X - 708,195.351 (meters) COMP AR1944 Y - -5,535,838.337 (meters) COMP AR1944 Z - 3,077,246.661 (meters) COMP AR1944 LAPLACE CORR- -0.93 (seconds) DEFLEC99 AR1944 ELLIP HEIGHT- -24.95 (meters) (05/31/01) GPS OBS AR1944 GEOID HEIGHT- -27.27 (meters) GEOID99 AR1944 AR1944 HORZ ORDER - FIRST AR1944 ELLP ORDER - FOURTH CLASS I AR1944 AR1944.The horizontal coordinates were established by GPS observations AR1944.and adjusted by the National Geodetic Survey in May 2001. AR1944 AR1944.The orthometric height was determined by GPS observations and a AR1944.high-resolution geoid model. AR1944 AR1944.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1944 AR1944.The Laplace correction was computed from DEFLEC99 derived deflections. AR1944 AR1944.The ellipsoidal height was determined by GPS observations AR1944.and is referenced to NAD 83. AR1944 AR1944.The geoid height was determined by GEOID99. AR1944 AR1944; North East Units Scale Converg. AR1944;SPC FL W - 521,077.197 130,864.541 MT 1.00000014 -0 20 40.2 AR1944;UTM 17 - 3,213,029.513 333,508.467 MT 0.99994207 -0 49 48.1 AR1944 AR1944: Primary Azimuth Mark Grid Az AR1944:SPC FL W - CR 66 263 24 49.4 AR1944:UTM 17 - CR 66 263 53 57.3 AR1944 AR1944|---------------------------------------------------------------------| AR1944| PID Reference Object Distance Geod. Az | AR1944| dddmmss.s | AR1944| AR1945 CR 66 APPROX. 0.9 KM 2630409.2 | AR1944|---------------------------------------------------------------------| AR1944 AR1944 SUPERSEDED SURVEY CONTROL AR1944 AR1944 NAD 83(1990)- 29 02 04.70827(N) 082 42 35.26124(W) AD( ) 1 AR1944 ELLIP HT - -24.82 (m) (08/31/94) GP( ) 4 1 AR1944 AR1944.Superseded values are not recommended for survey control. AR1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1944.See file dsdata.txt to determine how the superseded data were derived. AR1944 AR1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3350813030(NAD 83) AR1944_MARKER: DD = SURVEY DISK AR1944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AR1944+WITH SETTING: INFORMATION. AR1944_STAMPING: CR 66A AR1944_MARK LOGO: FLDNR AR1944_PROJECTION: RECESSED 10 CENTIMETERS AR1944_MAGNETIC: N = NO MAGNETIC MATERIAL AR1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1944+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996 AR1944_ROD/PIPE-DEPTH: 1.16 meters AR1944 AR1944 HISTORY - Date Condition Report By AR1944 HISTORY - 1993 MONUMENTED GENGRP AR1944 HISTORY - 19960606 GOOD DCJOHN AR1944 HISTORY - 20010331 GOOD NGS AR1944 AR1944 STATION DESCRIPTION AR1944 AR1944'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AR1944'THE STATION IS IN YANKEETOWN AT THE INTERSECTION OF 56TH STREET AND AR1944'C-40 IN THE SOUTHWEST CORNER OF THE INTERSECTION. FROM THE AR1944'INTERSECTION OF U.S. HIGHWAY 19 AND C-40 PROCEED WEST ALONG C-40, 2.6 AR1944'MI (4.2 KM) TO THE STATION ON THE LEFT. THE STATION IS 8.5 FT AR1944'(2.6 M) SOUTH OF THE EDGE OF PAVEMENT AND 39 FT (11.9 M) NORTHWEST OF AR1944'A PK.NAIL AND DISK SET IN A LIGHT POLE LOCATED ADJACENT TO A POWER AR1944'POLE WITH SIREN ON TOP AND 64 FT (19.5 M) NORTHEAST OF A PK.NAIL AND AR1944'DISK SET IN A 16 IN PINE AND 55.5 FT (16.9 M) WEST OF THE AR1944'CENTERLINE OF 56TH STREET. THE STATION IS 10 CM BELOW GROUND. AR1944 AR1944 STATION RECOVERY (1996) AR1944 AR1944'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX) AR1944'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED AR1944 AR1944 STATION RECOVERY (2001) AR1944 AR1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AR1944'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC5957 *********************************************************************** AC5957 DESIGNATION - LEVY 60 AC5957 PID - AC5957 AC5957 STATE/COUNTY- FL/LEVY AC5957 USGS QUAD - YANKEETOWN (1993) AC5957 AC5957 *CURRENT SURVEY CONTROL AC5957 ___________________________________________________________________ AC5957* NAD 83(1999)- 29 01 35.08218(N) 082 38 05.27682(W) ADJUSTED AC5957* NAVD 88 - 8.2 (meters) 27. (feet) GPS OBS AC5957 ___________________________________________________________________ AC5957 X - 715,498.148 (meters) COMP AC5957 Y - -5,535,350.699 (meters) COMP AC5957 Z - 3,076,451.945 (meters) COMP AC5957 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AC5957 ELLIP HEIGHT- -19.09 (meters) (05/31/01) GPS OBS AC5957 GEOID HEIGHT- -27.32 (meters) GEOID99 AC5957 AC5957 HORZ ORDER - FIRST AC5957 ELLP ORDER - FOURTH CLASS I AC5957 AC5957.The horizontal coordinates were established by GPS observations AC5957.and adjusted by the National Geodetic Survey in May 2001. AC5957 AC5957.The orthometric height was determined by GPS observations and a AC5957.high-resolution geoid model. AC5957 AC5957.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5957 AC5957.The Laplace correction was computed from DEFLEC99 derived deflections. AC5957 AC5957.The ellipsoidal height was determined by GPS observations AC5957.and is referenced to NAD 83. AC5957 AC5957.The geoid height was determined by GEOID99. AC5957 AC5957; North East Units Scale Converg. AC5957;SPC FL W - 520,123.452 138,164.561 MT 0.99998834 -0 18 28.9 AC5957;UTM 17 - 3,212,014.021 340,799.657 MT 0.99991276 -0 47 36.2 AC5957 AC5957: Primary Azimuth Mark Grid Az AC5957:SPC FL W - LEVY 61 086 36 29.1 AC5957:UTM 17 - LEVY 61 087 05 36.4 AC5957 AC5957|---------------------------------------------------------------------| AC5957| PID Reference Object Distance Geod. Az | AC5957| dddmmss.s | AC5957| AC5958 LEVY 61 APPROX. 0.8 KM 0861800.2 | AC5957|---------------------------------------------------------------------| AC5957 AC5957 SUPERSEDED SURVEY CONTROL AC5957 AC5957 NAD 83(1990)- 29 01 35.08087(N) 082 38 05.27602(W) AD( ) 1 AC5957 ELLIP HT - -18.99 (m) (01/28/97) GP( ) 3 1 AC5957 AC5957.Superseded values are not recommended for survey control. AC5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5957.See file dsdata.txt to determine how the superseded data were derived. AC5957 AC5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4080012014(NAD 83) AC5957_MARKER: DH = HORIZONTAL CONTROL DISK AC5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5957_STAMPING: LEVY 60 1996 AC5957_MARK LOGO: NGS AC5957_MAGNETIC: N = NO MAGNETIC MATERIAL AC5957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5957+SATELLITE: SATELLITE OBSERVATIONS - 1996 AC5957 AC5957 HISTORY - Date Condition Report By AC5957 HISTORY - 1996 MONUMENTED DCJOHN AC5957 HISTORY - 20010331 GOOD NGS AC5957 AC5957 STATION DESCRIPTION AC5957 AC5957'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5957'THE STATION IS LOCATED NEAR INGLIS.- TO REACH THE STATION FROM THE AC5957'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS US HIGHWAY 98) AND COUNTY AC5957'ROAD 40, PROCEED EAST ON COUNTY ROAD 40 FOR 2.15 MI (3.46 KM) TO THE AC5957'STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE AC5957'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (0.1 M) AC5957'BELOW THE GROUND. THE STATION IS 28.4 FT (8.7 M) NORTH OF THE AC5957'CENTERLINE OF COUNTY ROAD 40, 21.6 FT (6.6 M) SOUTH OF A BARBED WIRE AC5957'FENCE, NORTHEAST OF A MAILBOX (ADDRESS NO 1104) AND 3 FT (0.9 M) SOUTH AC5957'OF A WITNESS POST.- REFERENCES-- NAIL AND DISC (LB4514) , SET IN A AC5957'POWER POLE, NORTH 85 DEGREES WEST AT 108.60 FT (33.10 M) - NAIL AND AC5957'DISC (LB4514) , SET IN A 15-INCH PINE TREE, NORTH 78 DEGREES EAST AT AC5957'121.56 FT (37.05 M) - NAIL AND DISC (LB4514) , SET IN A 12-INCH PINE AC5957'TREE, SOUTH 36 DEGREES EAST AT 135.33 FT (41.25 M) - NAIL AND DISC AC5957'(LB4514) , SET IN A POWER POLE, SOUTH 42 DEGREES WEST AT 99.96 FT AC5957'(30.47 M) - AC5957 AC5957 STATION RECOVERY (2001) AC5957 AC5957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AC5957'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0739 *********************************************************************** AR0739 DESIGNATION - P 268 AR0739 PID - AR0739 AR0739 STATE/COUNTY- FL/LEVY AR0739 USGS QUAD - WILLISTON (1976) AR0739 AR0739 *CURRENT SURVEY CONTROL AR0739 ___________________________________________________________________ AR0739* NAD 83(1986)- 29 25 53. (N) 082 27 40. (W) SCALED AR0739* NAVD 88 - 20.603 (meters) 67.59 (feet) ADJUSTED AR0739 ___________________________________________________________________ AR0739 GEOID HEIGHT- -27.72 (meters) GEOID99 AR0739 DYNAMIC HT - 20.574 (meters) 67.50 (feet) COMP AR0739 MODELED GRAV- 979,274.6 (mgal) NAVD 88 AR0739 AR0739 VERT ORDER - FIRST CLASS I AR0739 AR0739.The horizontal coordinates were scaled from a topographic map and have AR0739.an estimated accuracy of +/- 6 seconds. AR0739 AR0739.The orthometric height was determined by differential leveling AR0739.and adjusted by the National Geodetic Survey in June 1991. AR0739 AR0739.The geoid height was determined by GEOID99. AR0739 AR0739.The dynamic height is computed by dividing the NAVD 88 AR0739.geopotential number by the normal gravity value computed on the AR0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0739.degrees latitude (g = 980.6199 gals.). AR0739 AR0739.The modeled gravity was interpolated from observed gravity values. AR0739 AR0739; North East Units Estimated Accuracy AR0739;SPC FL W - 564,930. 155,260. MT (+/- 180 meters Scaled) AR0739 AR0739 SUPERSEDED SURVEY CONTROL AR0739 AR0739 NGVD 29 - 20.852 (m) 68.41 (f) ADJ UNCH 1 1 AR0739 AR0739.Superseded values are not recommended for survey control. AR0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0739.See file dsdata.txt to determine how the superseded data were derived. AR0739 AR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN582566(NAD 83) AR0739_MARKER: DB = BENCH MARK DISK AR0739_SETTING: 65 = UNSPECIFIED ROCK AR0739_STAMPING: P 268 1966 AR0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR0739 AR0739 HISTORY - Date Condition Report By AR0739 HISTORY - 1966 MONUMENTED CGS AR0739 HISTORY - 19920418 MARK NOT FOUND NGS AR0739 HISTORY - 19981123 MARK NOT FOUND USPSQD AR0739 AR0739 STATION DESCRIPTION AR0739 AR0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0739'3.3 MI N FROM WILLISTON. AR0739'3.3 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AR0739'STATION AT WILLISTON, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 727, AR0739'SET IN THE TOP OF A ROCK THAT PROJECTS ABOUT 0.5 FOOT FROM THE AR0739'SOUTHEAST END OF A MASS OF ROCK THAT COVERS THE AREA BETWEEN AR0739'THE TRACK AND A ROAD THAT PARALLELS THE TRACK, 25.1 FEET SOUTHWEST AR0739'OF THE SOUTHWEST RAIL, 40 1/2 FEET NORTHEAST OF AND ACROSS THE AR0739'ROAD FROM TELEPHONE POLE 2840, 4.4 FEET NORTH OF A METAL WITNESS AR0739'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK. AR0739 AR0739 STATION RECOVERY (1992) AR0739 AR0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0739'THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND. THE AREA IS NOW A AR0739'HORSE PASTURE AND THE MASS OF ROCKS HAS BEEN REMOVED. THE MARK IS AR0739'PRESUMED DESTROYED. AR0739 AR0739 STATION RECOVERY (1998) AR0739 AR0739'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0739'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0740 *********************************************************************** AR0740 DESIGNATION - Q 268 AR0740 PID - AR0740 AR0740 STATE/COUNTY- FL/LEVY AR0740 USGS QUAD - WILLISTON (1976) AR0740 AR0740 *CURRENT SURVEY CONTROL AR0740 ___________________________________________________________________ AR0740* NAD 83(1986)- 29 25 15. (N) 082 27 20. (W) SCALED AR0740* NAVD 88 - 25.363 (meters) 83.21 (feet) ADJUSTED AR0740 ___________________________________________________________________ AR0740 GEOID HEIGHT- -27.72 (meters) GEOID99 AR0740 DYNAMIC HT - 25.328 (meters) 83.10 (feet) COMP AR0740 MODELED GRAV- 979,273.6 (mgal) NAVD 88 AR0740 AR0740 VERT ORDER - FIRST CLASS I AR0740 AR0740.The horizontal coordinates were scaled from a topographic map and have AR0740.an estimated accuracy of +/- 6 seconds. AR0740 AR0740.The orthometric height was determined by differential leveling AR0740.and adjusted by the National Geodetic Survey in June 1991. AR0740 AR0740.The geoid height was determined by GEOID99. AR0740 AR0740.The dynamic height is computed by dividing the NAVD 88 AR0740.geopotential number by the normal gravity value computed on the AR0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0740.degrees latitude (g = 980.6199 gals.). AR0740 AR0740.The modeled gravity was interpolated from observed gravity values. AR0740 AR0740; North East Units Estimated Accuracy AR0740;SPC FL W - 563,760. 155,800. MT (+/- 180 meters Scaled) AR0740 AR0740 SUPERSEDED SURVEY CONTROL AR0740 AR0740 NGVD 29 - 25.612 (m) 84.03 (f) ADJ UNCH 1 1 AR0740 AR0740.Superseded values are not recommended for survey control. AR0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0740.See file dsdata.txt to determine how the superseded data were derived. AR0740 AR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587554(NAD 83) AR0740_MARKER: DB = BENCH MARK DISK AR0740_SETTING: 66 = SET IN ROCK OUTCROP AR0740_STAMPING: Q 268 1966 AR0740_MARK LOGO: CGS AR0740_MAGNETIC: O = OTHER; SEE DESCRIPTION AR0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AR0740+STABILITY: POSITION/ELEVATION WELL AR0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0740+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 AR0740 AR0740 HISTORY - Date Condition Report By AR0740 HISTORY - 1966 MONUMENTED CGS AR0740 HISTORY - 19920418 GOOD NGS AR0740 HISTORY - 19981123 MARK NOT FOUND USPSQD AR0740 AR0740 STATION DESCRIPTION AR0740 AR0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0740'2.4 MI N FROM WILLISTON. AR0740'2.45 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AR0740'STATION AT WILLISTON, ABOUT 0.25 MILE NORTH OF MILEPOST 728, AR0740'ABOUT 0.15 MILE NORTH OF A SAND ROAD CROSSING, BETWEEN THE RAILROAD AR0740'AND U.S. HIGHWAY 41, SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT AR0740'50 YARDS LONG AND 10 FEET HIGH, 74.3 FEET EAST OF THE EAST RAIL, AR0740'55.1 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET SOUTH AR0740'OF THE NORTH END OF THE ROCK, 11.6 FEET EAST OF A METAL WITNESS AR0740'POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY. AR0740 AR0740 STATION RECOVERY (1992) AR0740 AR0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0740'THE MARK IS ABOUT 2.35 MI (3.78 KM) NORTH OF WILLISTON, IN SECTION 19, AR0740'T 12 S, R 19 E. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS AR0740'27, 41 AND STATE ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AR0740'AVENUE) IN WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD AR0740'121 (NORTH MAIN STREET) FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE AR0740'ROAD 121 NORTH ON THE RIGHT, CONTINUE NORTH ON U.S. HIGHWAYS 27 AND 41 AR0740'FOR 1.75 MI (2.82 KM) TO THE JUNCTION OF COUNTY ROAD 343, CONTINUE AR0740'NORTH ON U.S. HIGHWAYS 27 AND 41 FOR 0.15 MI (0.24 KM) TO THE MARK ON AR0740'THE LEFT, SET IN A DRILL HOLE OF A ROCK LEDGE RECESSED 0.1 FT (3.0 CM) AR0740'BELOW THE LEVEL OF THE GROUND, ABOUT 10.0 FT (3.0 M) ABOVE THE LEVEL AR0740'OF THE HIGHWAY. LOCATED 56.2 FT (17.1 M) WEST OF THE CENTERLINE OF AR0740'U.S. HIGHWAYS 27 AND 41 AND 11.6 FT (3.5 M) EAST OF A METAL WITNESS AR0740'POST. WEST OF THE 25TH CONCRETE SUPPORT FOR THE GUARDRAIL. AR0740 AR0740 STATION RECOVERY (1998) AR0740 AR0740'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0740'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR0745 *********************************************************************** AR0745 DESIGNATION - R 268 AR0745 PID - AR0745 AR0745 STATE/COUNTY- FL/LEVY AR0745 USGS QUAD - WILLISTON (1976) AR0745 AR0745 *CURRENT SURVEY CONTROL AR0745 ___________________________________________________________________ AR0745* NAD 83(1986)- 29 23 37. (N) 082 26 56. (W) SCALED AR0745* NAVD 88 - 22.779 (meters) 74.73 (feet) ADJUSTED AR0745 ___________________________________________________________________ AR0745 GEOID HEIGHT- -27.71 (meters) GEOID99 AR0745 DYNAMIC HT - 22.748 (meters) 74.63 (feet) COMP AR0745 MODELED GRAV- 979,270.9 (mgal) NAVD 88 AR0745 OBS GRAVITY - 979,270.9 (mgal) GRAV_OBS AR0745 AR0745 VERT ORDER - FIRST CLASS I AR0745 AR0745.The horizontal coordinates were scaled from a topographic map and have AR0745.an estimated accuracy of +/- 6 seconds. AR0745 AR0745.The orthometric height was determined by differential leveling AR0745.and adjusted by the National Geodetic Survey in June 1991. AR0745 AR0745.The geoid height was determined by GEOID99. AR0745 AR0745.The dynamic height is computed by dividing the NAVD 88 AR0745.geopotential number by the normal gravity value computed on the AR0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0745.degrees latitude (g = 980.6199 gals.). AR0745 AR0745.The modeled gravity was interpolated from observed gravity values. AR0745.The observed gravity was obtained from relative gravimeter ties AR0745.to the IGSN71 gravity network. AR0745 AR0745; North East Units Estimated Accuracy AR0745;SPC FL W - 560,740. 156,430. MT (+/- 180 meters Scaled) AR0745 AR0745 SUPERSEDED SURVEY CONTROL AR0745 AR0745 NGVD 29 - 23.027 (m) 75.55 (f) ADJ UNCH 1 1 AR0745 AR0745.Superseded values are not recommended for survey control. AR0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0745.See file dsdata.txt to determine how the superseded data were derived. AR0745 AR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN594524(NAD 83) AR0745_MARKER: DB = BENCH MARK DISK AR0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0745_STAMPING: R 268 1966 AR0745_MARK LOGO: CGS AR0745_MAGNETIC: O = OTHER; SEE DESCRIPTION AR0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0745+STABILITY: SURFACE MOTION AR0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR0745+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1992 AR0745 AR0745 HISTORY - Date Condition Report By AR0745 HISTORY - 1966 MONUMENTED CGS AR0745 HISTORY - 1988 GOOD USPSQD AR0745 HISTORY - 19920418 GOOD NGS AR0745 HISTORY - 19970619 GOOD USPSQD AR0745 AR0745 STATION DESCRIPTION AR0745 AR0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0745'AT WILLISTON. AR0745'AT WILLISTON, ABOUT 0.5 MILE NORTH ALONG THE SEABOARD AIR LINE AR0745'RAILROAD FROM THE STATION, ABOUT 0.3 MILE NORTH OF MILEPOST 730, AR0745'NEAR A BLACK TOPPED STREET CROSSING, 37.0 FEET SOUTH OF THE AR0745'CENTER LINE OF THE STREET, 22.9 FEET WEST OF THE WEST RAIL OF THE AR0745'WEST TRACK, 21 1/2 FEET EAST OF THE CENTER LINE OF A BLACK TOPPED AR0745'STREET THAT PARALLELS THE WEST SIDE OF TRACK, 2 FEET SOUTH OF AR0745'TELEPHONE POLE 2932, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, AR0745'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE AR0745'POST PROJECTING 0.2 FOOT. AR0745 AR0745 STATION RECOVERY (1988) AR0745 AR0745'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AR0745'RECOVERED IN GOOD CONDITION. AR0745 AR0745 STATION RECOVERY (1992) AR0745 AR0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR0745'THE MARK IS IN WILLISTON, IN SECTION 31, T 12 S, R 19 E. TO REACH THE AR0745'MARK FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 AR0745'(NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN WILLISTON, GO AR0745'NORTH ON U.S. HIGHWAY 27, 41 AND STATE ROAD 121 (NORTH MAIN STREET) AR0745'FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE ROAD 121 NORTH ON THE AR0745'RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE POST AR0745'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD. LOCATED 172.1 FT (52.5 AR0745'M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27 AND 41 (NORTH MAIN AR0745'STREET), 38.6 FT (11.8 M) SOUTH OF THE CENTERLINE OF NORTHWEST 5TH AR0745'STREET, 35.1 FT (10.7 M) NORTH OF A FIRE HYDRANT, 22.6 FT (6.9 M) EAST AR0745'OF THE CENTERLINE OF MAIN STREET, 4.0 FT (1.2 M) SOUTH OF A TELEPHONE AR0745'POLE NUMBER 2101 AND 1.2 FT (0.4 M) SOUTHWEST OF A METAL WITNESS POST. AR0745'MARK WAS NOT LEVELED TO THIS DATE. AR0745 AR0745 STATION RECOVERY (1997) AR0745 AR0745'RECOVERY NOTE BY US POWER SQUADRON 1997 AR0745'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AR1529 *********************************************************************** AR1529 CBN - This is a Cooperative Base Network Control Station. AR1529 DESIGNATION - RALEIGH 2 AR1529 PID - AR1529 AR1529 STATE/COUNTY- FL/LEVY AR1529 USGS QUAD - WILLISTON (1976) AR1529 AR1529 *CURRENT SURVEY CONTROL AR1529 ___________________________________________________________________ AR1529* NAD 83(1999)- 29 28 07.58408(N) 082 24 52.95999(W) ADJUSTED AR1529* NAVD 88 - 29.2 (meters) 96. (feet) GPS OBS AR1529 ___________________________________________________________________ AR1529 X - 733,595.690 (meters) COMP AR1529 Y - -5,508,833.005 (meters) COMP AR1529 Z - 3,119,242.442 (meters) COMP AR1529 LAPLACE CORR- -0.56 (seconds) DEFLEC99 AR1529 ELLIP HEIGHT- 1.46 (meters) (05/31/01) GPS OBS AR1529 GEOID HEIGHT- -27.76 (meters) GEOID99 AR1529 AR1529 HORZ ORDER - B AR1529 ELLP ORDER - FIFTH CLASS I AR1529 AR1529.The horizontal coordinates were established by GPS observations AR1529.and adjusted by the National Geodetic Survey in May 2001. AR1529 AR1529.The orthometric height was determined by GPS observations and a AR1529.high-resolution geoid model. AR1529 AR1529.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1529 AR1529.The Laplace correction was computed from DEFLEC99 derived deflections. AR1529 AR1529.The ellipsoidal height was determined by GPS observations AR1529.and is referenced to NAD 83. AR1529 AR1529.The geoid height was determined by GEOID99. AR1529 AR1529; North East Units Scale Converg. AR1529;SPC FL W - 569,057.273 159,776.857 MT 0.99996113 -0 12 14.5 AR1529;SPC FL N - 53,812.617 802,257.933 MT 1.00002219 +1 02 52.5 AR1529;UTM 17 - 3,260,756.730 362,826.298 MT 0.99983218 -0 41 45.9 AR1529 AR1529: Primary Azimuth Mark Grid Az AR1529:SPC FL W - RALEIGH 2 AZ MK 357 16 12.5 AR1529:SPC FL N - RALEIGH 2 AZ MK 356 01 05.5 AR1529:UTM 17 - RALEIGH 2 AZ MK 357 45 43.9 AR1529 AR1529|---------------------------------------------------------------------| AR1529| PID Reference Object Distance Geod. Az | AR1529| dddmmss.s | AR1529| CW4980 RALEIGH 2 RM 5 26.914 METERS 00032 | AR1529| CW4979 RALEIGH 2 RM 4 38.774 METERS 23119 | AR1529| AR1528 RALEIGH 3.530 METERS 27423 | AR1529| CW4981 RALEIGH 2 RM 6 32.065 METERS 28805 | AR1529| CW4978 RALEIGH 2 RM 3 40.356 METERS 31217 | AR1529| CW4977 RALEIGH 2 AZ MK 3570358.0 | AR1529|---------------------------------------------------------------------| AR1529 AR1529 SUPERSEDED SURVEY CONTROL AR1529 AR1529 NAD 83(1990)- 29 28 07.58266(N) 082 24 52.95952(W) AD( ) B AR1529 ELLIP HT - 1.53 (m) (09/13/90) GP( ) 4 1 AR1529 NAD 83(1986)- 29 28 07.58816(N) 082 24 52.97103(W) AD( ) 3 AR1529 NAD 27 - 29 28 06.70100(N) 082 24 53.60400(W) AD( ) 3 AR1529 NGVD 29 - 29.6 (m) 97. (f) GPS OBS AR1529 AR1529.Superseded values are not recommended for survey control. AR1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1529.See file dsdata.txt to determine how the superseded data were derived. AR1529 AR1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6282660757(NAD 83) AR1529_MARKER: DS = TRIANGULATION STATION DISK AR1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1529_STAMPING: RALEIGH 2 1953 AR1529_MARK LOGO: CGS AR1529_MAGNETIC: O = OTHER; SEE DESCRIPTION AR1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1529+STABILITY: SURFACE MOTION AR1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1529+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996 AR1529 AR1529 HISTORY - Date Condition Report By AR1529 HISTORY - 1953 MONUMENTED CGS AR1529 HISTORY - 1954 GOOD CGS AR1529 HISTORY - 1969 GOOD CGS AR1529 HISTORY - 1988 GOOD USPSQD AR1529 HISTORY - 19881128 GOOD NGS AR1529 HISTORY - 19890516 GOOD AR1529 HISTORY - 19900314 GOOD MCGRIF AR1529 HISTORY - 19920418 GOOD NGS AR1529 HISTORY - 19930303 GOOD NGS AR1529 HISTORY - 19960605 GOOD DCJOHN AR1529 HISTORY - 19990112 GOOD USPSQD AR1529 AR1529 STATION DESCRIPTION AR1529 AR1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (MWC) AR1529'RALEIGH SURFACE MARK AND BOTH REFERENCE MONUMENTS HAD BEEN AR1529'DISTURBED. EXCAVATION WAS MADE TO THE UNDERGROUND AR1529'MONUMENT. THIS WAS FOUND TO BE IN GOOD CONDITION. THE AZIMUTH AR1529'MARK WAS RECOVERED, AND IT WAS FOUND TO BE IN GOOD AR1529'CONDITION. NEW MONUMENTS WERE SET, AND AR1529'NEW DISKS SET THEREIN. FOR RALEIGH 2, ITSELF, AND ITS MONUMENT, AR1529'CONCRETE UNITS WERE USED OF DIMENSIONS 8- BY 8-IN. ON TOP, 12- AR1529'BY 12-IN. ON BOTTOM, AND 36 IN. IN LENGTH, WITH THE TOPS AR1529'EXTENDING 12 IN. ABOVE THE GROUND. ON EACH OF THESE MONUMENTS, AR1529'TWO STATE ROAD DEPARTMENT RIGHT-OF-WAY CONCRETE POSTS (6- BY AR1529'6-IN.) WERE SET AS GUARDS EXTENDING 36 IN. OUT OF NORMAL GROUND AR1529'LEVEL. THE REFERENCE MONUMENTS CONSISTED OF CONCRETE UNITS AR1529'8- BY 8-IN. ON TOP, 11- BY 11-IN. ON BOTTOM, AND 30 IN. IN LENGTH. AR1529'THEY EXTEND 12 IN. ABOVE NORMAL GROUND AND HAVE ONE STATE AR1529'ROAD DEPARTMENT RIGHT-OF-WAY MARKER POST AS A GUARD ON AR1529'EACH. THE SITE OF THE STATION IS IN A CULTIVATED FIELD. AR1529'THE AZIMUTH MONUMENT IS 66 FT. N AR1529'OF A DIRT ROAD LEADING S, AND 49 FT. W OF THE PRESENT DIRT AR1529'ROAD LEADING S, AND 49 FT. W OF THE PRESENT DIRT ROAD. THE AR1529'UNDERGROUND RALEIGH MONUMENT WAS NOT DISTURBED IN THE NEW AR1529'MONUMENT-SETTING OPERATIONS. A STATE ROAD DEPARTMENT AR1529'RIGHT-OF-WAY CONCRETE POST SETS IMMEDIATELY ABOVE THE UNDERGROUND AR1529'RALEIGH MONUMENT AND EXTENDS 3 FT. ABOVE NORMAL GROUND. THE AR1529'CATTLE GUARD, MENTIONED IN THE DESCRIPTION OF RALEIGH, HAS BEEN AR1529'MOVED TO THE N SOME 400 FT. AND WILL PROBABLY BE RELOCATED OR AR1529'DESTROYED IN NEW ROAD CONSTRUCTION. AR1529 AR1529 STATION RECOVERY (1969) AR1529 AR1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) AR1529'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD AR1529'CONDITION. THE ORIGINAL DESCRIPTION IS DATED 1954, BUT THE AR1529'MARKS ARE STAMPED 1953. REFERENCE MARKS NO. 3 AND NO. 4 WERE AR1529'FOUND DESTROYED, THE NO. 3 MONUMENT WAS SHIRRED OFF AT THE TOP AND AR1529'THE DISK IS MISSING, THE NO. 4 MONUMENT WAS PUSHED OVER WITH THE AR1529'DISK INTACT. THE DISK WAS REMOVED AT THIS TIME. THE AR1529'UNDERGROUND STATION MARK FOR RALEIGH 1937 WAS SEARCHED FOR BUT AR1529'NOT FOUND, AND IS BELIEVED TO HAVE BEEN DESTROYED DURING AR1529'HIGHWAY IMPROVEMENTS. REFERENCE MARKS NO. 5 AND NO. 6 WERE AR1529'SET. AR1529' AR1529'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF AR1529'WILLISTON, 4 MILES NORTHEAST OF RALEIGH, AND 0.32 MILE SOUTH AR1529'OF THE INTERSECTION OF STATE HIGHWAY 121 AND S-320 AT THE TOP AR1529'OF A LOW GRADE ON THE EAST SIDE OF HIGHWAY 121 ON THE ROAD AR1529'RIGHT-OF-WAY. AR1529' AR1529'THE STATION MARK IS A STANDARD DISK STAMPED RALEIGH 2 1953 AR1529'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS AR1529'49.5 FEET EAST OF THE CENTER OF HIGHWAY 121, 2.5 FEET SOUTH OF AR1529'A CONCRETE R.O.W. POST, 2 FEET NORTH OF A CONCRETE R.O.W. POST, AR1529'AND 1.2 FEET WEST OF FENCE AND METAL WITNESS POST. AR1529' AR1529'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED RALEIGH 2 AR1529'1953 NO 5 1969 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS AR1529'4-INCHES. IT IS 50 FEET EAST OF THE CENTER OF HIGHWAY 121, 1.8 AR1529'FEET SOUTH OF A METAL WITNESS POST, AND 0.5 MILE WEST OF A FENCE AR1529'LINE. AR1529' AR1529'REFERENCE MARK NO. 6 IS A STANDARD DISK STAMPED RALEIGH 2 1953 AR1529'NO 6 1969 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS AR1529'9-INCHES. IT IS 51 FEET WEST OF THE CENTER OF HIGHWAY 121, 2 AR1529'FEET SOUTH OF A POWER POLE, AND 0.7 FOOT EAST OF A FENCE LINE. AR1529' AR1529'THE DISTANCE BETWEEN REFERENCE MARKS NO. 5 AND NO. 6 IS 115.16 AR1529'FEET OR 35.101 METERS. AR1529' AR1529'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RALEIGH 2 1953 SET AR1529'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 9-INCHES. IT IS AR1529'83 FEET NORTHWEST OF CENTER OF THE JUNCTION OF STATE HIGHWAYS AR1529'121 AND S-320, 50 FEET WEST OF THE CENTER OF HIGHWAY 121, 12 FEET AR1529'NORTH OF A POWER POLE, 3.2 FEET SOUTH OF A CONCRETE R.O.W. POST, AR1529'3 FEET NORTH OF A CONCRETE R.O.W. POST, 1.4 FEET EAST AR1529'OF A FENCE LINE, AND 1.0 FOOT WEST OF A METAL WITNESS POST. AR1529' AR1529'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AR1529'AND STATE HIGHWAY S-335 IN RALEIGH, GO EAST ON HIGHWAY S-335 AR1529'FOR 3.45 MILES TO THE JUNCTION WITH STATE HIGHWAY 121, TURN LEFT AR1529'AND GO NORTH ON HIGHWAY 121 FOR 2.05 MILES TO THE STATION ON AR1529'RIGHT AS DESCRIBED. AR1529' AR1529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON AR1529'HIGHWAY 121 FOR 0.32 MILE TO THE AZIMUTH ON THE LEFT AS DESCRIBED. AR1529' AR1529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AR1529'4 MILES NORTHEAST OF RALEIGH. AR1529 AR1529 STATION RECOVERY (1988) AR1529 AR1529'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AR1529'RECOVERED IN GOOD CONDITION. AR1529 AR1529 STATION RECOVERY (1988) AR1529 AR1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 AR1529'THE STATION IS LOCATED ABOUT 10.46 KM (6.50 MI) NORTH OF WILLISTON, AR1529'1.29 KM (0.80 MI) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY AR1529'ROAD 121. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. AR1529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND 41 AR1529'ALTERNATE IN WILLISTON, GO NORTH FOR 0.80 KM (0.50 MI) ON HIGHWAY 27 AR1529'ALTERNATE TO THE JUNCTION OF COUNTY ROAD 121. BEAR RIGHT AND GO AR1529'NORTHEASTERLY FOR 10.30 KM (6.40 MI) ON COUNTY ROAD 121 TO THE STATION AR1529'ON RIGHT. AR1529'THE STATION PROJECTS 15 CM ABOVE GROUND. LOCATED 15.03 M (49.3 FT) AR1529'EAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD 121, 1.22 M (4.0 FT) AR1529'SOUTH FROM A CONCRETE RIGHT-OF-WAY MARKER, 0.46 M (1.5 FT) NORTH FROM AR1529'A CONCRETE RIGHT-OF-WAY MARKER AND 0.40 M (1.3 FT) WEST FROM A METAL AR1529'WITNESS POST IN FENCE LINE. AR1529'DESCRIBED BY R.W. MCALLISTER. AR1529 AR1529 STATION RECOVERY (1989) AR1529 AR1529'RECOVERED 1989 AR1529'RECOVERED IN GOOD CONDITION. AR1529 AR1529 STATION RECOVERY (1990) AR1529 AR1529'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990 AR1529'RECOVERED IN GOOD CONDITION AS DESCRIBED IN PART I OF THE RECOVERY AR1529'NOTES FROM FLORIDA HIGH PRECISION NETWORK NGS PROJECT NUMBER- AR1529'GPS-170. STATION RECOVERY DESCRIPTION FROM THE ALACHUA COUNTY CONTROL AR1529'DENSIFICATION,NGS PROJECT NUMBER- GPS-173, IS ALSO GOOD. AR1529 AR1529 STATION RECOVERY (1992) AR1529 AR1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT) AR1529'THE STATION IS ABOUT 6.5 MI (10.5 KM) NORTH OF WILLISTON, 0.8 MI (1.3 AR1529'KM) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY ROAD 121 IN AR1529'SECTION 9, T 12 S, R 19 E. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. TO AR1529'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41, STATE AR1529'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN AR1529'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH AR1529'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121 AR1529'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO AR1529'NORTHEASTERLY FOR 6.15 MI (9.90 KM) TO THE STATION ON THE RIGHT, SET AR1529'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.4 FT (12.2 AR1529'CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE AR1529'LEVEL OF THE ROAD. LOCATED 49.4 FT (15.1 M) EAST OF THE CENTERLINE OF AR1529'STATE ROAD 121, 2.0 FT (0.6 M) SOUTH OF A CONCRETE RIGHT-OF-WAY AR1529'MARKER, 1.5 FT (0.5 M) NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1.3 FT AR1529'(0.4 M) WEST OF THE FENCE LINE AND 1.0 FT (0.3 M) WEST OF A METAL AR1529'WITNESS POST. AR1529 AR1529 STATION RECOVERY (1993) AR1529 AR1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AR1529'THE STATION IS LOCATED ABOUT 10.46 KM (6.50 MI) NORTH OF WILLISTON, AR1529'1.29 KM (0.80 MI) SOUTH OF THE ALACHUA-LEVY COUNTY LINE, ALONG COUNTY AR1529'ROAD 121. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY. AR1529'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 41 AND 27 AR1529'ALTERNATE IN WILLISTON, GO NORTH FOR 0.64 KM (0.40 MI) ON HIGHWAY 27 AR1529'AND 41 TO THE JUNCTION OF COUNTY ROAD 121. BEAR RIGHT AND GO AR1529'NORTHEASTERLY FOR 9.82 KM (6.10 MI) ON COUNTY ROAD 121 TO THE STATION AR1529'ON RIGHT. AR1529'THE STATION PROJECTS 15 CM ABOVE GROUND. LOCATED 15.03 M (49.31 FT) AR1529'EAST FROM THE APPROXIMATE CENTER OF COUNTY ROAD 121, 1.22 M (4.00 FT) AR1529'SOUTH FROM A CONCRETE RIGHT-OF-WAY MARKER, 0.46 M (1.51 FT) NORTH FROM AR1529'A CONCRETE RIGHT-OF-WAY MARKER AND 0.40 M (1.31 FT) WEST FROM A METAL AR1529'WITNESS POST IN FENCE LINE. AR1529 AR1529 STATION RECOVERY (1996) AR1529 AR1529'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX) AR1529'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED. AR1529 AR1529 STATION RECOVERY (1999) AR1529 AR1529'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1529'RECOVERED IN GOOD CONDITION.