1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5202 *********************************************************************** AB5202 DESIGNATION - A 426 AB5202 PID - AB5202 AB5202 STATE/COUNTY- FL/LAKE AB5202 USGS QUAD - LEESBURG EAST (1984) AB5202 AB5202 *CURRENT SURVEY CONTROL AB5202 ___________________________________________________________________ AB5202* NAD 83(1986)- 28 52 25. (N) 081 46 25. (W) SCALED AB5202* NAVD 88 - 20.386 (meters) 66.88 (feet) ADJUSTED AB5202 ___________________________________________________________________ AB5202 GEOID HEIGHT- -27.63 (meters) GEOID99 AB5202 DYNAMIC HT - 20.358 (meters) 66.79 (feet) COMP AB5202 MODELED GRAV- 979,234.8 (mgal) NAVD 88 AB5202 AB5202 VERT ORDER - SECOND CLASS I AB5202 AB5202.The horizontal coordinates were scaled from a topographic map and have AB5202.an estimated accuracy of +/- 6 seconds. AB5202 AB5202.The orthometric height was determined by differential leveling AB5202.and adjusted by the National Geodetic Survey in September 1996. AB5202 AB5202.The geoid height was determined by GEOID99. AB5202 AB5202.The dynamic height is computed by dividing the NAVD 88 AB5202.geopotential number by the normal gravity value computed on the AB5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5202.degrees latitude (g = 980.6199 gals.). AB5202 AB5202.The modeled gravity was interpolated from observed gravity values. AB5202 AB5202; North East Units Estimated Accuracy AB5202;SPC FL E - 503,270. 124,530. MT (+/- 180 meters Scaled) AB5202 AB5202 SUPERSEDED SURVEY CONTROL AB5202 AB5202.No superseded survey control is available for this station. AB5202 AB5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM245942(NAD 83) AB5202_MARKER: DV = VERTICAL CONTROL DISK AB5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5202_STAMPING: A 426 1994 AB5202_MARK LOGO: NGS AB5202_MAGNETIC: N = NO MAGNETIC MATERIAL AB5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5202+STABILITY: SURFACE MOTION AB5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5202+SATELLITE: SATELLITE OBSERVATIONS - 1994 AB5202 AB5202 HISTORY - Date Condition Report By AB5202 HISTORY - 1994 MONUMENTED FLDEP AB5202 HISTORY - 20030610 MARK NOT FOUND USPSQD AB5202 AB5202 STATION DESCRIPTION AB5202 AB5202'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5202'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF UMATILLA, 5.7 MI (9.2 AB5202'KM) NORTHWEST OF EUSTIS, 7.8 MI (12.6 KM) NORTHEAST OF LEESBURG IN AB5202'SECTION 1, TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM AB5202'THE JUNCTION OF STATE ROAD 19, COUNTY ROAD 452 AND COUNTY ROAD 44 IN AB5202'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452, COUNTY ROAD 44 FOR 1.05 MI AB5202'(1.69 KM) TO THE INTERSECTION OF COUNTY ROAD 452 AND COUNTY ROAD 44, AB5202'TURN LEFT ON COUNTY ROAD 44 AND GO WESTERLY FOR 4.85 MI (7.81 KM) TO AB5202'THE ENTRANCE OF A MINI WAREHOUSE STORAGE (AT 11111 COUNTY ROAD 44) AND AB5202'THE MARK ON THE RIGHT, SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH AB5202'THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 44. AB5202'LOCATED 88.6 FT (27.0 M) EAST OF THE ENTRANCE ROAD TO THE MINI AB5202'WAREHOUSE STORAGE, 52.0 FT (15.8 M) SOUTH OF A POWER POLE NUMBER AB5202'127308-075027 WITH 3-GUY WIRES ATTACHED, 35.4 FT (10.8 M) NORTH OF THE AB5202'APPROXIMATE CENTERLINE OF COUNTY ROAD 44, 22.8 FT (6.9 M) NORTH OF THE AB5202'EDGE OF THE PAVEMENT OF COUNTY ROAD 44, 22.4 FT (6.8 M) EAST OF A AB5202'POWER POLE NUMBER 127306-075022 WITH 3-TRANSFORMERS ATTACHED AND 1.5 AB5202'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST. AB5202 AB5202 STATION RECOVERY (2003) AB5202 AB5202'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJM) AB5202'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5203 *********************************************************************** AB5203 DESIGNATION - B 426 AB5203 PID - AB5203 AB5203 STATE/COUNTY- FL/LAKE AB5203 USGS QUAD - LEESBURG EAST (1984) AB5203 AB5203 *CURRENT SURVEY CONTROL AB5203 ___________________________________________________________________ AB5203* NAD 83(1986)- 28 52 20. (N) 081 47 13. (W) SCALED AB5203* NAVD 88 - 25.915 (meters) 85.02 (feet) ADJUSTED AB5203 ___________________________________________________________________ AB5203 GEOID HEIGHT- -27.62 (meters) GEOID99 AB5203 DYNAMIC HT - 25.878 (meters) 84.90 (feet) COMP AB5203 MODELED GRAV- 979,234.5 (mgal) NAVD 88 AB5203 AB5203 VERT ORDER - SECOND CLASS I AB5203 AB5203.The horizontal coordinates were scaled from a topographic map and have AB5203.an estimated accuracy of +/- 6 seconds. AB5203 AB5203.The orthometric height was determined by differential leveling AB5203.and adjusted by the National Geodetic Survey in September 1996. AB5203 AB5203.The geoid height was determined by GEOID99. AB5203 AB5203.The dynamic height is computed by dividing the NAVD 88 AB5203.geopotential number by the normal gravity value computed on the AB5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5203.degrees latitude (g = 980.6199 gals.). AB5203 AB5203.The modeled gravity was interpolated from observed gravity values. AB5203 AB5203; North East Units Estimated Accuracy AB5203;SPC FL E - 503,120. 123,230. MT (+/- 180 meters Scaled) AB5203 AB5203 SUPERSEDED SURVEY CONTROL AB5203 AB5203.No superseded survey control is available for this station. AB5203 AB5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM232940(NAD 83) AB5203_MARKER: I = METAL ROD AB5203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AB5203_STAMPING: B 426 1994 AB5203_MARK LOGO: NGS AB5203_PROJECTION: RECESSED 15 CENTIMETERS AB5203_MAGNETIC: N = NO MAGNETIC MATERIAL AB5203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5203+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003 AB5203_ROD/PIPE-DEPTH: 30.2 meters AB5203 AB5203 HISTORY - Date Condition Report By AB5203 HISTORY - 1994 MONUMENTED FLDEP AB5203 HISTORY - 20030614 GOOD USPSQD AB5203 AB5203 STATION DESCRIPTION AB5203 AB5203'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5203'THE MARK IS ABOUT 8.4 MI (13.5 KM) SOUTHWEST OF UMATILLA, 6.4 MI (10.3 AB5203'KM) NORTHWEST OF EUSTIS, 7.1 MI (11.4 KM) NORTHEAST OF LEESBURG IN AB5203'SECTION 2, TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM AB5203'THE JUNCTION OF STATE ROAD 19, COUNTY ROAD 452 AND COUNTY ROAD 44 IN AB5203'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452, COUNTY ROAD 44 FOR 1.05 MI AB5203'(1.69 KM) TO THE INTERSECTION OF COUNTY ROAD 452 AND COUNTY ROAD 44, AB5203'TURN LEFT ON COUNTY ROAD 44 AND GO WESTERLY FOR 5.9 MI (9.5 KM) TO THE AB5203'SOUTHWEST END OF HAINES CREEK BRIDGE AND THE MARK ON THE LEFT, SET AB5203'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE 41.6 FT (12.7 M) AB5203'NORTHWEST OF A POWER POLE NUMBER LE-147 WITH 3-GUY WIRES ATTACHED, AB5203'26.5 FT (8.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD AB5203'44, 20.5 FT (6.2 M) SOUTH OF THE SOUTHWEST END OF THE HAINES CREEK AB5203'BRIDGE, 11.6 FT (3.5 M) WEST OF THE HAINES CREEK SIGN, 4.6 FT (1.4 M) AB5203'SOUTH OF A METAL GUARDRAIL AND 2.2 FT (0.7 M) NORTH OF A CARSONITE AB5203'WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH AB5203'LOGO CAP. AB5203 AB5203 STATION RECOVERY (2003) AB5203 AB5203'RECOVERY NOTE BY US POWER SQUADRON 2003 (MKW) AB5203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5204 *********************************************************************** AB5204 DESIGNATION - C 426 AB5204 PID - AB5204 AB5204 STATE/COUNTY- FL/LAKE AB5204 USGS QUAD - LEESBURG EAST (1984) AB5204 AB5204 *CURRENT SURVEY CONTROL AB5204 ___________________________________________________________________ AB5204* NAD 83(1986)- 28 52 15. (N) 081 47 02. (W) SCALED AB5204* NAVD 88 - 20.020 (meters) 65.68 (feet) ADJUSTED AB5204 ___________________________________________________________________ AB5204 GEOID HEIGHT- -27.61 (meters) GEOID99 AB5204 DYNAMIC HT - 19.991 (meters) 65.59 (feet) COMP AB5204 MODELED GRAV- 979,234.6 (mgal) NAVD 88 AB5204 AB5204 VERT ORDER - SECOND CLASS I AB5204 AB5204.The horizontal coordinates were scaled from a topographic map and have AB5204.an estimated accuracy of +/- 6 seconds. AB5204 AB5204.The orthometric height was determined by differential leveling AB5204.and adjusted by the National Geodetic Survey in September 1996. AB5204 AB5204.The geoid height was determined by GEOID99. AB5204 AB5204.The dynamic height is computed by dividing the NAVD 88 AB5204.geopotential number by the normal gravity value computed on the AB5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5204.degrees latitude (g = 980.6199 gals.). AB5204 AB5204.The modeled gravity was interpolated from observed gravity values. AB5204 AB5204; North East Units Estimated Accuracy AB5204;SPC FL E - 502,970. 123,530. MT (+/- 180 meters Scaled) AB5204 AB5204 SUPERSEDED SURVEY CONTROL AB5204 AB5204.No superseded survey control is available for this station. AB5204 AB5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM235939(NAD 83) AB5204_MARKER: DV = VERTICAL CONTROL DISK AB5204_SETTING: 32 = RETAINING WALL AB5204_STAMPING: C 426 1994 AB5204_MARK LOGO: NGS AB5204_MAGNETIC: N = NO MAGNETIC MATERIAL AB5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5204+STABILITY: SURFACE MOTION AB5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5204+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003 AB5204 AB5204 HISTORY - Date Condition Report By AB5204 HISTORY - 1994 MONUMENTED FLDEP AB5204 HISTORY - 20030614 GOOD USPSQD AB5204 AB5204 STATION DESCRIPTION AB5204 AB5204'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5204'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF UMATILLA, 6.2 MI (10.0 AB5204'KM) NORTHWEST OF EUSTIS, 7.2 MI (11.6 KM) NORTHEAST OF LEESBURG IN AB5204'SECTION 2, TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM AB5204'THE JUNCTION OF STATE ROAD 19, COUNTY ROAD 452 AND COUNTY ROAD 44 IN AB5204'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452, COUNTY ROAD 44 FOR 1.05 MI AB5204'(1.69 KM) TO THE INTERSECTION OF COUNTY ROAD 452 AND COUNTY ROAD 44, AB5204'TURN LEFT ON COUNTY ROAD 44 AND GO WESTERLY FOR 6.05 MI (9.74 KM) TO AB5204'THE JUNCTION OF LOCK ROAD ON THE LEFT, TURN LEFT ON LOCK ROAD AND GO AB5204'SOUTHEAST FOR 0.4 MI (0.6 KM) TO THE END OF THE ROAD AND THE MARK, SET AB5204'IN TOP OF A CONCRETE RETAINING WALL AT BURRELL LOCK AND DAM 0.5 FT AB5204'(15.2 CM) ABOVE THE GROUND. LOCATED 75.0 FT (22.9 M) NORTH-NORTHEAST AB5204'OF A 40-INCH SYCAMORE TREE, 71.5 FT (21.8 M) EAST OF A FLAG POLE, 40.6 AB5204'FT (12.4 M) NORTHEAST OF A 42-INCH SYCAMORE TREE AND 1.0 FT (0.3 M) AB5204'NORTH OF THE SOUTH END OF A CONCRETE RETAINING WALL OF THE BURRELL AB5204'LOCK AND DAM. AB5204 AB5204 STATION RECOVERY (2003) AB5204 AB5204'RECOVERY NOTE BY US POWER SQUADRON 2003 (MKW) AB5204'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5224 *********************************************************************** AB5224 DESIGNATION - F 426 AB5224 PID - AB5224 AB5224 STATE/COUNTY- FL/LAKE AB5224 USGS QUAD - LEESBURG EAST (1984) AB5224 AB5224 *CURRENT SURVEY CONTROL AB5224 ___________________________________________________________________ AB5224* NAD 83(1986)- 28 49 31. (N) 081 49 54. (W) SCALED AB5224* NAVD 88 - 20.228 (meters) 66.36 (feet) ADJUSTED AB5224 ___________________________________________________________________ AB5224 GEOID HEIGHT- -27.49 (meters) GEOID99 AB5224 DYNAMIC HT - 20.199 (meters) 66.27 (feet) COMP AB5224 MODELED GRAV- 979,231.9 (mgal) NAVD 88 AB5224 AB5224 VERT ORDER - SECOND CLASS I AB5224 AB5224.The horizontal coordinates were scaled from a topographic map and have AB5224.an estimated accuracy of +/- 6 seconds. AB5224 AB5224.The orthometric height was determined by differential leveling AB5224.and adjusted by the National Geodetic Survey in September 1996. AB5224 AB5224.The geoid height was determined by GEOID99. AB5224 AB5224.The dynamic height is computed by dividing the NAVD 88 AB5224.geopotential number by the normal gravity value computed on the AB5224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5224.degrees latitude (g = 980.6199 gals.). AB5224 AB5224.The modeled gravity was interpolated from observed gravity values. AB5224 AB5224; North East Units Estimated Accuracy AB5224;SPC FL E - 497,950. 118,830. MT (+/- 180 meters Scaled) AB5224 AB5224 SUPERSEDED SURVEY CONTROL AB5224 AB5224.No superseded survey control is available for this station. AB5224 AB5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM188889(NAD 83) AB5224_MARKER: DV = VERTICAL CONTROL DISK AB5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5224_STAMPING: F 426 1994 AB5224_MARK LOGO: NGS AB5224_MAGNETIC: N = NO MAGNETIC MATERIAL AB5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5224+STABILITY: SURFACE MOTION AB5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5224+SATELLITE: SATELLITE OBSERVATIONS - 1994 AB5224 AB5224 HISTORY - Date Condition Report By AB5224 HISTORY - 1994 MONUMENTED FLDEP AB5224 HISTORY - 20030614 MARK NOT FOUND USPSQD AB5224 AB5224 STATION DESCRIPTION AB5224 AB5224'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5224'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF LEESBURG IN SECTION 20, AB5224'TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE JUNCTION AB5224'OF U.S. HIGHWAY 27 (14TH ST) AND U.S. HIGHWAY 441 (NORTH BLVD) ON AB5224'THE NORTH SIDE OF LEESBURG, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR AB5224'2.40 MI (3.86 KM) TO THE JUNCTION OF STATE ROAD 44, CONTINUE STRAIGHT AB5224'AHEAD ON U.S. HIGHWAY 441, 44 AND GO NORTHEASTERLY FOR 1.60 MI (2.57 AB5224'KM) TO THE JUNCTION OF STATE ROAD 44 (NORTHEASTERLY) AND THE MARK ON AB5224'THE LEFT, IN THE NORTHEAST CORNER OF THE GRASS MEDIAN, SET IN THE TOP AB5224'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) AB5224'BELOW THE LEVEL OF STATE ROAD 44. LOCATED 172.5 FT (52.6 M) NORTH OF A AB5224'CONCRETE POWER POLE NUMBER 64106060623, 50.0 FT (15.2 M) EAST OF THE AB5224'APPROXIMATE CENTERLINE OF THE ON RAMP FOR U.S. HIGHWAY 441 WEST, 34.3 AB5224'FT (10.5 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 44 AND AB5224'1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST. AB5224 AB5224 STATION RECOVERY (2003) AB5224 AB5224'RECOVERY NOTE BY US POWER SQUADRON 2003 (JES) AB5224'PROBABLY BURIED IN CENTER OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5195 *********************************************************************** AB5195 DESIGNATION - K 426 AB5195 PID - AB5195 AB5195 STATE/COUNTY- FL/LAKE AB5195 USGS QUAD - EMERALDA ISLAND (1988) AB5195 AB5195 *CURRENT SURVEY CONTROL AB5195 ___________________________________________________________________ AB5195* NAD 83(1986)- 28 53 43. (N) 081 46 12. (W) SCALED AB5195* NAVD 88 - 30.274 (meters) 99.32 (feet) ADJUSTED AB5195 ___________________________________________________________________ AB5195 GEOID HEIGHT- -27.68 (meters) GEOID99 AB5195 DYNAMIC HT - 30.231 (meters) 99.18 (feet) COMP AB5195 MODELED GRAV- 979,234.4 (mgal) NAVD 88 AB5195 AB5195 VERT ORDER - SECOND CLASS I AB5195 AB5195.The horizontal coordinates were scaled from a topographic map and have AB5195.an estimated accuracy of +/- 6 seconds. AB5195 AB5195.The orthometric height was determined by differential leveling AB5195.and adjusted by the National Geodetic Survey in September 1996. AB5195 AB5195.The geoid height was determined by GEOID99. AB5195 AB5195.The dynamic height is computed by dividing the NAVD 88 AB5195.geopotential number by the normal gravity value computed on the AB5195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5195.degrees latitude (g = 980.6199 gals.). AB5195 AB5195.The modeled gravity was interpolated from observed gravity values. AB5195 AB5195; North East Units Estimated Accuracy AB5195;SPC FL E - 505,670. 124,900. MT (+/- 180 meters Scaled) AB5195 AB5195 SUPERSEDED SURVEY CONTROL AB5195 AB5195.No superseded survey control is available for this station. AB5195 AB5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM249966(NAD 83) AB5195_MARKER: DV = VERTICAL CONTROL DISK AB5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5195_STAMPING: K 426 1994 AB5195_MARK LOGO: NGS AB5195_MAGNETIC: N = NO MAGNETIC MATERIAL AB5195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5195+STABILITY: SURFACE MOTION AB5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5195+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003 AB5195 AB5195 HISTORY - Date Condition Report By AB5195 HISTORY - 1994 MONUMENTED FLDEP AB5195 HISTORY - 20030610 GOOD USPSQD AB5195 AB5195 STATION DESCRIPTION AB5195 AB5195'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5195'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTHWEST OF EUSTIS, 6.7 MI (10.8 AB5195'KM) SOUTHWEST OF UMATILLA, 9.0 MI (14.5 KM) NORTHEAST OF LEESBURG IN AB5195'SECTION 25, TOWNSHIP 18 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM AB5195'THE INTERSECTION OF COUNTY ROAD 44 AND COUNTY ROAD 452 NORTHWEST OF AB5195'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452 FOR 4.6 MI (7.4 KM) TO THE AB5195'JUNCTION OF GOOSE PRAIRIE ROAD ON THE LEFT, TURN LEFT ON GOOSE PRAIRIE AB5195'ROAD AND GO WEST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF FELKINS ROAD AB5195'ON THE RIGHT AND TERRELL LANE ON THE LEFT (A DIRT ROAD) AND THE MARK AB5195'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH AB5195'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF GOOSE PRAIRIE AB5195'ROAD. LOCATED 36.4 FT (11.1 M) WEST OF THE APPROXIMATE CENTERLINE OF AB5195'TERRELL LANE (A DIRT ROAD) , 26.3 FT (8.0 M) WEST OF THE APPROXIMATE AB5195'CENTERLINE OF GOOSE PRAIRIE ROAD, 13.5 FT (4.1 M) WEST OF A POWER AB5195'POLE, 12.4 FT (3.8 M) WEST OF THE EAST END OF A BARB WIRE FENCE AND AB5195'1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST. AB5195 AB5195 STATION RECOVERY (2003) AB5195 AB5195'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJM) AB5195'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5197 *********************************************************************** AB5197 DESIGNATION - L 426 AB5197 PID - AB5197 AB5197 STATE/COUNTY- FL/LAKE AB5197 USGS QUAD - EMERALDA ISLAND (1988) AB5197 AB5197 *CURRENT SURVEY CONTROL AB5197 ___________________________________________________________________ AB5197* NAD 83(1986)- 28 53 05. (N) 081 46 56. (W) SCALED AB5197* NAVD 88 - 22.381 (meters) 73.43 (feet) ADJUSTED AB5197 ___________________________________________________________________ AB5197 GEOID HEIGHT- -27.65 (meters) GEOID99 AB5197 DYNAMIC HT - 22.350 (meters) 73.33 (feet) COMP AB5197 MODELED GRAV- 979,234.4 (mgal) NAVD 88 AB5197 AB5197 VERT ORDER - SECOND CLASS I AB5197 AB5197.The horizontal coordinates were scaled from a topographic map and have AB5197.an estimated accuracy of +/- 6 seconds. AB5197 AB5197.The orthometric height was determined by differential leveling AB5197.and adjusted by the National Geodetic Survey in September 1996. AB5197 AB5197.The geoid height was determined by GEOID99. AB5197 AB5197.The dynamic height is computed by dividing the NAVD 88 AB5197.geopotential number by the normal gravity value computed on the AB5197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5197.degrees latitude (g = 980.6199 gals.). AB5197 AB5197.The modeled gravity was interpolated from observed gravity values. AB5197 AB5197; North East Units Estimated Accuracy AB5197;SPC FL E - 504,510. 123,700. MT (+/- 180 meters Scaled) AB5197 AB5197 SUPERSEDED SURVEY CONTROL AB5197 AB5197.No superseded survey control is available for this station. AB5197 AB5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM237954(NAD 83) AB5197_MARKER: DV = VERTICAL CONTROL DISK AB5197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5197_STAMPING: L 426 1994 AB5197_MARK LOGO: NGS AB5197_MAGNETIC: N = NO MAGNETIC MATERIAL AB5197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5197+STABILITY: SURFACE MOTION AB5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5197+SATELLITE: SATELLITE OBSERVATIONS - 1994 AB5197 AB5197 HISTORY - Date Condition Report By AB5197 HISTORY - 1994 MONUMENTED FLDEP AB5197 HISTORY - 20030610 MARK NOT FOUND USPSQD AB5197 AB5197 STATION DESCRIPTION AB5197 AB5197'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5197'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF EUSTIS, 7.8 MI (12.6 AB5197'KM) SOUTHWEST OF UMATILLA, 7.8 MI (12.6 KM) NORTHEAST OF LEESBURG IN AB5197'SECTION 35, TOWNSHIP 18 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM AB5197'THE INTERSECTION OF COUNTY ROAD 44 AND COUNTY ROAD 452 NORTHWEST OF AB5197'EUSTIS, GO NORTHWEST ON COUNTY ROAD 452 FOR 4.6 MI (7.4 KM) TO THE AB5197'JUNCTION OF GOOSE PRAIRIE ROAD ON THE LEFT, TURN LEFT ON GOOSE PRAIRIE AB5197'ROAD AND GO WEST-SOUTHWEST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF AB5197'FELKINS ROAD ON THE RIGHT AND TERRELL LANE ON THE LEFT (A DIRT ROAD) AB5197'CONTINUE WEST AND SOUTH ON GOOSE PRAIRIE ROAD FOR 1.35 MI (2.17 KM) TO AB5197'THE JUNCTION OF EMERALDA ISLAND ROAD (LISBON ROAD) AND THE MARK ON THE AB5197'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE LEVEL AB5197'OF THE GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF EMERALDA ISLAND AB5197'ROAD (LISBON ROAD) . LOCATED 74.5 FT (22.7 M) SOUTHWEST OF POWERPOLE AB5197'NUMBER A55 195, 51.3 FT (15.6 M) SOUTHWEST OF THE T-JUNCTION OF AB5197'EMERALDA ISLAND ROAD (LISBON ROAD) AND EMERALDA AVENUE, 40.3 FT (12.3 AB5197'M) WEST OF THE APPROXIMATE CENTERLINE OF EMERALDA AVENUE (LISBON ROAD) AB5197', 33.4 FT (10.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF EMERALDA AB5197'ISLAND ROAD (LISBON ROAD) AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE AB5197'WITNESS POST. AB5197 AB5197 STATION RECOVERY (2003) AB5197 AB5197'RECOVERY NOTE BY US POWER SQUADRON 2003 (LJM) AB5197'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5229 *********************************************************************** AB5229 DESIGNATION - LK 19 AB5229 PID - AB5229 AB5229 STATE/COUNTY- FL/LAKE AB5229 USGS QUAD - LEESBURG EAST (1984) AB5229 AB5229 *CURRENT SURVEY CONTROL AB5229 ___________________________________________________________________ AB5229* NAD 83(1986)- 28 52 26. (N) 081 47 08. (W) SCALED AB5229* NAVD 88 - 24.046 (meters) 78.89 (feet) ADJUSTED AB5229 ___________________________________________________________________ AB5229 GEOID HEIGHT- -27.62 (meters) GEOID99 AB5229 DYNAMIC HT - 24.012 (meters) 78.78 (feet) COMP AB5229 MODELED GRAV- 979,234.5 (mgal) NAVD 88 AB5229 AB5229 VERT ORDER - SECOND CLASS I AB5229 AB5229.The horizontal coordinates were scaled from a topographic map and have AB5229.an estimated accuracy of +/- 6 seconds. AB5229 AB5229.The orthometric height was determined by differential leveling AB5229.and adjusted by the National Geodetic Survey in September 1996. AB5229 AB5229.The geoid height was determined by GEOID99. AB5229 AB5229.The dynamic height is computed by dividing the NAVD 88 AB5229.geopotential number by the normal gravity value computed on the AB5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5229.degrees latitude (g = 980.6199 gals.). AB5229 AB5229.The modeled gravity was interpolated from observed gravity values. AB5229 AB5229; North East Units Estimated Accuracy AB5229;SPC FL E - 503,310. 123,370. MT (+/- 180 meters Scaled) AB5229 AB5229 SUPERSEDED SURVEY CONTROL AB5229 AB5229.No superseded survey control is available for this station. AB5229 AB5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM233942(NAD 83) AB5229_MARKER: DD = SURVEY DISK AB5229_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AB5229_STAMPING: LK19 1993 AB5229_MARK LOGO: FL-069 AB5229_MAGNETIC: N = NO MAGNETIC MATERIAL AB5229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AB5229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5229+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003 AB5229 AB5229 HISTORY - Date Condition Report By AB5229 HISTORY - UNK MONUMENTED FL-069 AB5229 HISTORY - 19940316 GOOD FLDEP AB5229 HISTORY - 20030614 GOOD USPSQD AB5229 AB5229 STATION DESCRIPTION AB5229 AB5229'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5229'THE STATION IS ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF UMATILLA, 6.4 MI AB5229'(10.3 KM) NORTHWEST OF EUSTIS, 7.2 MI (11.6 KM) NORTHEAST OF LEESBURG AB5229'IN SECTION 2, TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE STATION AB5229'FROM THE T-JUNCTION OF STATE ROAD 19, COUNTY ROAD 452 AND STATE ROAD AB5229'44 IN EUSTIS, GO NORTHWEST ON COUNTY ROAD 452, STATE ROAD 44 FOR 1.05 AB5229'MI (1.69 KM) TO THE INTERSECTION OF COUNTY ROAD 452 AND STATE ROAD 44, AB5229'TURN LEFT ON STATE ROAD 44 AND GO WESTERLY FOR 5.8 MI (9.3 KM) TO THE AB5229'NORTHEAST END OF THE HAINES CREEK BRIDGE AND THE STATION ON THE RIGHT, AB5229'SET IN THE TOP OF A SQUARE PREFABRICATED CONCRETE POST 0.3 FT (9.1 CM) AB5229'BELOW THE LEVEL OF THE GROUND. LOCATED 198.0 FT (60.4 M) EAST OF THE AB5229'NORTHEAST CORNER OF THE HAINES CREEK BRIDGE, 24.0 FT (7.3 M) WEST OF AB5229'THE WEST END OF THE METAL GUARDRAIL AND 3.8 FT (1.2 M) NORTH OF A AB5229'METAL WITNESS POST. NOTE DISK IS A LAKE COUNTY GEODETIC CONTROL CAP. AB5229 AB5229 STATION RECOVERY (2003) AB5229 AB5229'RECOVERY NOTE BY US POWER SQUADRON 2003 (MKW) AB5229'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5209 *********************************************************************** AB5209 DESIGNATION - S 426 AB5209 PID - AB5209 AB5209 STATE/COUNTY- FL/LAKE AB5209 USGS QUAD - LEESBURG EAST (1984) AB5209 AB5209 *CURRENT SURVEY CONTROL AB5209 ___________________________________________________________________ AB5209* NAD 83(1986)- 28 49 57. (N) 081 49 06. (W) SCALED AB5209* NAVD 88 - 26.422 (meters) 86.69 (feet) ADJUSTED AB5209 ___________________________________________________________________ AB5209 GEOID HEIGHT- -27.51 (meters) GEOID99 AB5209 DYNAMIC HT - 26.385 (meters) 86.56 (feet) COMP AB5209 MODELED GRAV- 979,232.7 (mgal) NAVD 88 AB5209 AB5209 VERT ORDER - SECOND CLASS I AB5209 AB5209.The horizontal coordinates were scaled from a topographic map and have AB5209.an estimated accuracy of +/- 6 seconds. AB5209 AB5209.The orthometric height was determined by differential leveling AB5209.and adjusted by the National Geodetic Survey in September 1996. AB5209 AB5209.The geoid height was determined by GEOID99. AB5209 AB5209.The dynamic height is computed by dividing the NAVD 88 AB5209.geopotential number by the normal gravity value computed on the AB5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5209.degrees latitude (g = 980.6199 gals.). AB5209 AB5209.The modeled gravity was interpolated from observed gravity values. AB5209 AB5209; North East Units Estimated Accuracy AB5209;SPC FL E - 498,740. 120,140. MT (+/- 180 meters Scaled) AB5209 AB5209 SUPERSEDED SURVEY CONTROL AB5209 AB5209.No superseded survey control is available for this station. AB5209 AB5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM201897(NAD 83) AB5209_MARKER: DV = VERTICAL CONTROL DISK AB5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5209_STAMPING: S 426 1994 AB5209_MARK LOGO: NGS AB5209_MAGNETIC: N = NO MAGNETIC MATERIAL AB5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5209+STABILITY: SURFACE MOTION AB5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB5209+SATELLITE: SATELLITE OBSERVATIONS - 1994 AB5209 AB5209 HISTORY - Date Condition Report By AB5209 HISTORY - 1994 MONUMENTED FLDEP AB5209 HISTORY - 20030614 MARK NOT FOUND USPSQD AB5209 AB5209 STATION DESCRIPTION AB5209 AB5209'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5209'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF LEESBURG IN SECTION 16, AB5209'TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE JUNCTION AB5209'OF U.S. HIGHWAY 27 (14TH ST) AND U.S. HIGHWAY 441 (NORTH BLVD) ON AB5209'THE NORTH SIDE OF LEESBURG, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR AB5209'2.40 MI (3.86 KM) TO THE JUNCTION OF COUNTY ROAD 44, CONTINUE STRAIGHT AB5209'AHEAD ON U.S. HIGHWAY 441, 44 AND GO NORTHEASTERLY FOR 1.60 MI (2.57 AB5209'KM) TO THE JUNCTION OF COUNTY ROAD 44 (NORTHEASTERLY) CONTINUE AB5209'STRAIGHT AHEAD ON U.S. HIGHWAY 441 AND GO NORTHEASTERLY FOR 1.0 MI AB5209'(1.6 KM) TO THE JUNCTION OF COUNTY ROAD 44 WEST (NORTH LEG-A) AND THE AB5209'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH AB5209'WITH THE GROUND AND 5.0 FT (1.5 M) ABOVE THE LEVEL OF COUNTY ROAD 44. AB5209'LOCATED 123.7 FT (37.7 M) NORTH OF THE T-JUNCTION OF U.S. HIGHWAY 441 AB5209'WESTBOUND LANES AND COUNTY ROAD 44 NORTH LEG-A, 76.2 NORTH-NORTHEAST AB5209'OF POWER POLE NUMBER QJ-39 WITH 2 GUY WIRES ATTACHED, 31.5 FT (9.6 M) AB5209'EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 44 NORTH LEG-A AND AB5209'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. AB5209 AB5209 STATION RECOVERY (2003) AB5209 AB5209'RECOVERY NOTE BY US POWER SQUADRON 2003 (JES) AB5209'PROBABLY COVERED IN ASPHALT DRIVEWAY OR COVERED WITH CONCRETE ON CURB 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5225 *********************************************************************** AB5225 DESIGNATION - T 426 AB5225 PID - AB5225 AB5225 STATE/COUNTY- FL/LAKE AB5225 USGS QUAD - LEESBURG EAST (1984) AB5225 AB5225 *CURRENT SURVEY CONTROL AB5225 ___________________________________________________________________ AB5225* NAD 83(1986)- 28 49 09. (N) 081 50 22. (W) SCALED AB5225* NAVD 88 - 20.397 (meters) 66.92 (feet) ADJUSTED AB5225 ___________________________________________________________________ AB5225 GEOID HEIGHT- -27.48 (meters) GEOID99 AB5225 DYNAMIC HT - 20.368 (meters) 66.82 (feet) COMP AB5225 MODELED GRAV- 979,231.4 (mgal) NAVD 88 AB5225 AB5225 VERT ORDER - SECOND CLASS I AB5225 AB5225.The horizontal coordinates were scaled from a topographic map and have AB5225.an estimated accuracy of +/- 6 seconds. AB5225 AB5225.The orthometric height was determined by differential leveling AB5225.and adjusted by the National Geodetic Survey in September 1996. AB5225 AB5225.The geoid height was determined by GEOID99. AB5225 AB5225.The dynamic height is computed by dividing the NAVD 88 AB5225.geopotential number by the normal gravity value computed on the AB5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5225.degrees latitude (g = 980.6199 gals.). AB5225 AB5225.The modeled gravity was interpolated from observed gravity values. AB5225 AB5225; North East Units Estimated Accuracy AB5225;SPC FL E - 497,280. 118,070. MT (+/- 180 meters Scaled) AB5225 AB5225 SUPERSEDED SURVEY CONTROL AB5225 AB5225.No superseded survey control is available for this station. AB5225 AB5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM180882(NAD 83) AB5225_MARKER: DV = VERTICAL CONTROL DISK AB5225_SETTING: 32 = CULVERT HEADWALL AB5225_STAMPING: T 426 1994 AB5225_MARK LOGO: NGS AB5225_MAGNETIC: N = NO MAGNETIC MATERIAL AB5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB5225+STABILITY: SURFACE MOTION AB5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5225+SATELLITE: SATELLITE OBSERVATIONS - 1994 AB5225 AB5225 HISTORY - Date Condition Report By AB5225 HISTORY - 1994 MONUMENTED FLDEP AB5225 HISTORY - 20030614 MARK NOT FOUND USPSQD AB5225 AB5225 STATION DESCRIPTION AB5225 AB5225'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM) AB5225'THE MARK IS ABOUT 1.5 MI (2.4 KM) NORTHEAST OF LEESBURG IN SECTION 30, AB5225'TOWNSHIP 19 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE JUNCTION AB5225'OF U.S. HIGHWAY 27 (14TH ST) AND U.S. HIGHWAY 441 (NORTH BLVD) ON AB5225'THE NORTH SIDE OF LEESBURG, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR AB5225'2.40 MI (3.86 KM) TO THE JUNCTION OF STATE ROAD 44, CONTINUE STRAIGHT AB5225'AHEAD ON U.S. HIGHWAY 441, 44 AND GO NORTHEASTERLY FOR 0.90 MI (1.45 AB5225'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE BOX CULVERT AB5225'FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. AB5225'HIGHWAY 441. LOCATED 71.7 FT (21.9 M) EAST OF THE APPROXIMATE AB5225'CENTERLINE OF THE DRIVEWAY TO NOLLS PLAZA, 28.6 FT (8.7 M) NORTH OF AB5225'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 441 WESTBOUND LANES, 9.7 AB5225'FT (3.0 M) NORTH OF THE EDGE OF THE PAVEMENT OF U.S. HIGHWAY 441 AB5225'WESTBOUND LANES, 2.0 FT (0.6 M) WEST OF THE EAST END OF THE CONCRETE AB5225'BOX CULVERT, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND 1.8 AB5225'FT (0.5 M) EAST OF THE WEST END OF THE CONCRETE BOX CULVERT. AB5225 AB5225 STATION RECOVERY (2003) AB5225 AB5225'RECOVERY NOTE BY US POWER SQUADRON 2003 AB5225'PROBABLY BURIED UNDER ASPHALT OF HIGHWAY.