1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DG9598 *********************************************************************** DG9598 DESIGNATION - A 590 DG9598 PID - DG9598 DG9598 STATE/COUNTY- FL/MARION DG9598 USGS QUAD - LADY LAKE (1980) DG9598 DG9598 *CURRENT SURVEY CONTROL DG9598 ___________________________________________________________________ DG9598* NAD 83(1986)- 28 58 55. (N) 081 58 31. (W) SCALED DG9598* NAVD 88 - 19.499 (meters) 63.97 (feet) ADJUSTED DG9598 ___________________________________________________________________ DG9598 GEOID HEIGHT- -27.66 (meters) GEOID03 DG9598 DYNAMIC HT - 19.471 (meters) 63.88 (feet) COMP DG9598 MODELED GRAV- 979,232.6 (mgal) NAVD 88 DG9598 DG9598 VERT ORDER - FIRST CLASS II DG9598 DG9598.The horizontal coordinates were scaled from a topographic map and have DG9598.an estimated accuracy of +/- 6 seconds. DG9598 DG9598.The orthometric height was determined by differential leveling DG9598.and adjusted by the National Geodetic Survey in May 2005. DG9598 DG9598.The geoid height was determined by GEOID03. DG9598 DG9598.The dynamic height is computed by dividing the NAVD 88 DG9598.geopotential number by the normal gravity value computed on the DG9598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9598.degrees latitude (g = 980.6199 gals.). DG9598 DG9598.The modeled gravity was interpolated from observed gravity values. DG9598 DG9598; North East Units Estimated Accuracy DG9598;SPC FL W - 515,030. 202,410. MT (+/- 180 meters Scaled) DG9598 DG9598 SUPERSEDED SURVEY CONTROL DG9598 DG9598.No superseded survey control is available for this station. DG9598 DG9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN049063(NAD 83) DG9598_MARKER: F = FLANGE-ENCASED ROD DG9598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9598_STAMPING: A 590 2003 DG9598_MARK LOGO: NGS DG9598_PROJECTION: FLUSH DG9598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9598+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005 DG9598_ROD/PIPE-DEPTH: 18.4 meters DG9598 DG9598 HISTORY - Date Condition Report By DG9598 HISTORY - 2003 MONUMENTED FLDEP DG9598 HISTORY - 20050721 GOOD USPSQD DG9598 DG9598 STATION DESCRIPTION DG9598 DG9598'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9598'THE MARK IS ABOUT 17.0 MI SOUTHEAST OF SILVER SPRINGS, 5.0 MI DG9598'SOUTHWEST OF OKLAWAHA, 3.2 MI WEST OF WEIRSDALE, IN SECTION 26, DG9598'TOWNSHIP 17 SOUTH, RANGE 23 EAST. DG9598' DG9598'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY DG9598'ROAD 464C IN OKLAWAHA, GO SOUTHEASTERLY ON COUNTY ROAD 25 FOR 5.25 MI DG9598'TO THE INTERSECTION OF COUNTY ROAD 42, TURN RIGHT ON COUNTY ROAD 42 DG9598'AND GO WEST FOR 3.15 MI TO THE JUNCTION OF SE 107 AVENUE ON THE LEFT DG9598'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT DG9598'A DEPTH OF 60.5 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL DG9598'WITH COUNTY ROAD 42, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE DG9598'LEVEL OF THE NGS LOGO CAP. DG9598' DG9598'LOCATED 69.0 FT EAST OF POWER POLE NUMBER 80 (120730,078951), 50.0 FT DG9598'EAST OF THE APPROXIMATE CENTERLINE OF SE 107 AVENUE, 24.9 FT SOUTH OF DG9598'THE CENTERLINE OF COUNTY ROAD 42, 6.2 FT NORTHEAST OF THE WEST END OF DG9598'THE GUARDRAIL, 1.0 FT NORTH OF THE METAL GUARDRAIL AND 0.5 FT NORTH DG9598'OF A CARSONITE WITNESS POST. DG9598' DG9598'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG9598' DG9598'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP. DG9598 DG9598 STATION RECOVERY (2005) DG9598 DG9598'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM) DG9598'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DF5184 *********************************************************************** DF5184 DESIGNATION - CFBC 524 DF5184 PID - DF5184 DF5184 STATE/COUNTY- FL/MARION DF5184 USGS QUAD - BELLEVIEW (1991) DF5184 DF5184 *CURRENT SURVEY CONTROL DF5184 ___________________________________________________________________ DF5184* NAD 83(1986)- 29 06 41. (N) 082 01 12. (W) SCALED DF5184* NAVD 88 - 30.517 (meters) 100.12 (feet) ADJUSTED DF5184 ___________________________________________________________________ DF5184 GEOID HEIGHT- -27.87 (meters) GEOID03 DF5184 DYNAMIC HT - 30.474 (meters) 99.98 (feet) COMP DF5184 MODELED GRAV- 979,235.8 (mgal) NAVD 88 DF5184 DF5184 VERT ORDER - SECOND CLASS I DF5184 DF5184.The horizontal coordinates were scaled from a topographic map and have DF5184.an estimated accuracy of +/- 6 seconds. DF5184 DF5184.The orthometric height was determined by differential leveling DF5184.and adjusted by the National Geodetic Survey in May 2004. DF5184 DF5184.The geoid height was determined by GEOID03. DF5184 DF5184.The dynamic height is computed by dividing the NAVD 88 DF5184.geopotential number by the normal gravity value computed on the DF5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF5184.degrees latitude (g = 980.6199 gals.). DF5184 DF5184.The modeled gravity was interpolated from observed gravity values. DF5184 DF5184; North East Units Estimated Accuracy DF5184;SPC FL W - 529,380. 198,050. MT (+/- 180 meters Scaled) DF5184 DF5184 SUPERSEDED SURVEY CONTROL DF5184 DF5184.No superseded survey control is available for this station. DF5184 DF5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN007207(NAD 83) DF5184_MARKER: DD = SURVEY DISK DF5184_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DF5184_STAMPING: CFBC 542 CS111 1966 DF5184_MARK LOGO: USE DF5184_MAGNETIC: N = NO MAGNETIC MATERIAL DF5184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5184+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005 DF5184 DF5184 HISTORY - Date Condition Report By DF5184 HISTORY - 1966 MONUMENTED USE DF5184 HISTORY - 20010328 GOOD FLDEP DF5184 HISTORY - 20050726 GOOD USPSQD DF5184 DF5184 STATION DESCRIPTION DF5184 DF5184'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM) DF5184'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OCALA, 5.5 MI (8.9 KM) DF5184'NORTHWEST OF CANDLER, IN SECTION 9, TOWNSHIP 16 SOUTH, RANGE 23 EAST. DF5184'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 464C (135TH DF5184'STREET) AND COUNTY ROAD 25 (EAST HIGHWAY 25) IN OKLAWAHA, GO DF5184'WEST-SOUTHWEST ON COUNTY ROAD 25 (EAST HIGHWAY 25) FOR 3.05 MI (4.91 DF5184'KM) TO THE T-JUNCTION OF SOUTHEAST 108TH TER ROAD ON THE RIGHT, TURN DF5184'RIGHT ON SOUTHEAST 108TH TER ROAD AND GO NORTH-NORTHEAST FOR 2.0 MI DF5184'(3.2 KM) TO THE INTERSECTION OF STATE ROAD 464 (MARICAMP ROAD), TURN DF5184'LEFT ON STATE ROAD 464 (MARICAMP ROAD) AND GO NORTHWEST FOR 4.0 MI DF5184'(6.4 KM) TO THE INTERSECTION OF BAHIA ROAD AND THE MARK ON THE LEFT, DF5184'SET IN THE TOP OF A PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND DF5184'AND ABOUT LEVEL WITH STATE ROAD 464 EASTBOUND LANES. LOCATED 224.0 FT DF5184'(68.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF BAHIA ROAD, 32.0 DF5184'FT (9.8 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 464 EASTBOUND DF5184'LANES AND 26.7 FT (8.1 M) NORTHWEST OF POWER POLE NUMBER A89804. DF5184 DF5184 STATION RECOVERY (2005) DF5184 DF5184'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM) DF5184'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DG9597 *********************************************************************** DG9597 DESIGNATION - Z 582 DG9597 PID - DG9597 DG9597 STATE/COUNTY- FL/MARION DG9597 USGS QUAD - BELLEVIEW (1991) DG9597 DG9597 *CURRENT SURVEY CONTROL DG9597 ___________________________________________________________________ DG9597* NAD 83(1986)- 29 01 00. (N) 082 00 46. (W) SCALED DG9597* NAVD 88 - 21.215 (meters) 69.60 (feet) ADJUSTED DG9597 ___________________________________________________________________ DG9597 GEOID HEIGHT- -27.71 (meters) GEOID03 DG9597 DYNAMIC HT - 21.185 (meters) 69.50 (feet) COMP DG9597 MODELED GRAV- 979,232.4 (mgal) NAVD 88 DG9597 DG9597 VERT ORDER - FIRST CLASS II DG9597 DG9597.The horizontal coordinates were scaled from a topographic map and have DG9597.an estimated accuracy of +/- 6 seconds. DG9597 DG9597.The orthometric height was determined by differential leveling DG9597.and adjusted by the National Geodetic Survey in May 2005. DG9597 DG9597.Photographs are available for this station. DG9597 DG9597.The geoid height was determined by GEOID03. DG9597 DG9597.The dynamic height is computed by dividing the NAVD 88 DG9597.geopotential number by the normal gravity value computed on the DG9597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9597.degrees latitude (g = 980.6199 gals.). DG9597 DG9597.The modeled gravity was interpolated from observed gravity values. DG9597 DG9597; North East Units Estimated Accuracy DG9597;SPC FL W - 518,880. 198,760. MT (+/- 180 meters Scaled) DG9597 DG9597 SUPERSEDED SURVEY CONTROL DG9597 DG9597.No superseded survey control is available for this station. DG9597 DG9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN013102(NAD 83) DG9597_MARKER: F = FLANGE-ENCASED ROD DG9597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9597_STAMPING: Z 582 2003 DG9597_MARK LOGO: NGS DG9597_PROJECTION: RECESSED 10 CENTIMETERS DG9597_MAGNETIC: N = NO MAGNETIC MATERIAL DG9597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9597+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005 DG9597_ROD/PIPE-DEPTH: 15.4 meters DG9597 DG9597 HISTORY - Date Condition Report By DG9597 HISTORY - 20030710 MONUMENTED FLDEP DG9597 HISTORY - 20050721 GOOD USPSQD DG9597 DG9597 STATION DESCRIPTION DG9597 DG9597'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM) DG9597'THE MARK IS ABOUT 8.8 MI SOUTHEAST OF OCALA, 3.7 MI NORTHWEST OF DG9597'BELLEVIEW, IN SECTION 16, TOWNSHIP 17 SOUTH, RANGE 23 EAST. DG9597' DG9597'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND U.S. DG9597'HIGHWAY 27, 441 IN BELLEVIEW, GO SOUTHEAST ON U.S. HIGHWAY 27, 441 DG9597'(MAYO HIGHWAY) FOR 3.7 MI TO THE JUNCTION OF DEL WEBB BOULEVARD ON DG9597'THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO DG9597'REFUSAL AT A DEPTH OF 50.6 FT WITH A NGS LOGO CAP RECESSED 0.4 FT DG9597'BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT BELOW THE LEVEL OF DG9597'U.S. HIGHWAY 27, 441 SOUTHBOUND LANES, THE DATUM POINT IS RECESSED DG9597'0.5 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9597' DG9597'LOCATED ABOUT 300.0 FT SOUTH OF THE EXTENDED CENTERLINE OF DEL WEBB DG9597'BOULEVARD, 83.3 FT WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 441 DG9597'SOUTHBOUND LANES, 69.5 FT SOUTHWEST OF A SPRINT JUNCTION BOX NUMBER DG9597'LP36044, 18471, 61.3 FT NORTH OF A PAVED ROAD, 54.2 FT NORTHWEST OF DG9597'POWER POLE NUMBER 477434 WITH 1 GUY WIRE ATTACHED, 1.3 FT EAST OF A DG9597'CARSONITE WITNESS POST AND 1.2 FT EAST OF A 3-INCH PVC SPRINT CABLE DG9597'WITNESS POST. DG9597' DG9597'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG9597' DG9597'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP. DG9597 DG9597 STATION RECOVERY (2005) DG9597 DG9597'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM) DG9597'RECOVERED IN GOOD CONDITION.