1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9566 *********************************************************************** DG9566 DESIGNATION - 3 3404004 DG9566 PID - DG9566 DG9566 STATE/COUNTY- FL/LEVY DG9566 USGS QUAD - MORRISTON (1993) DG9566 DG9566 *CURRENT SURVEY CONTROL DG9566 ___________________________________________________________________ DG9566* NAD 83(1986)- 29 16 22. (N) 082 26 34. (W) SCALED DG9566* NAVD 88 - 18.666 (meters) 61.24 (feet) ADJUSTED DG9566 ___________________________________________________________________ DG9566 GEOID HEIGHT- -27.69 (meters) GEOID03 DG9566 DYNAMIC HT - 18.640 (meters) 61.15 (feet) COMP DG9566 MODELED GRAV- 979,254.0 (mgal) NAVD 88 DG9566 DG9566 VERT ORDER - FIRST CLASS II DG9566 DG9566.The horizontal coordinates were scaled from a topographic map and have DG9566.an estimated accuracy of +/- 6 seconds. DG9566 DG9566.The orthometric height was determined by differential leveling DG9566.and adjusted by the National Geodetic Survey in May 2005. DG9566.No vertical observational check was made to the station. DG9566 DG9566.The geoid height was determined by GEOID03. DG9566 DG9566.The dynamic height is computed by dividing the NAVD 88 DG9566.geopotential number by the normal gravity value computed on the DG9566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9566.degrees latitude (g = 980.6199 gals.). DG9566 DG9566.The modeled gravity was interpolated from observed gravity values. DG9566 DG9566; North East Units Estimated Accuracy DG9566;SPC FL W - 547,340. 156,970. MT (+/- 180 meters Scaled) DG9566 DG9566 SUPERSEDED SURVEY CONTROL DG9566 DG9566.No superseded survey control is available for this station. DG9566 DG9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN598390(NAD 83) DG9566_MARKER: DD = SURVEY DISK DG9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9566_STAMPING: BM 3 3404004 DG9566_MARK LOGO: FLDT DG9566_PROJECTION: RECESSED 5 CENTIMETERS DG9566_MAGNETIC: N = NO MAGNETIC MATERIAL DG9566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9566+STABILITY: SURFACE MOTION DG9566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9566+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 DG9566 DG9566 HISTORY - Date Condition Report By DG9566 HISTORY - UNK MONUMENTED FLDT DG9566 HISTORY - 20030916 GOOD FLDEP DG9566 DG9566 STATION DESCRIPTION DG9566 DG9566'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9566'THE MARK IS ABOUT 7.7 MI SOUTH OF WILLISTON, IN SECTION 7, TOWNSHIP 14 DG9566'SOUTH, RANGE 19 EAST. DG9566' DG9566'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9566'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9566'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF DG9566'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 41 DG9566'FOR 2.85 MI TO THE JUNCTION OF SOUTHEAST 39TH PLACE ON THE RIGHT AND DG9566'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG9566'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT BELOW DG9566'THE LEVEL OF U.S. HIGHWAY 41. DG9566' DG9566'LOCATED 43.0 FT SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DG9566'SOUTHEAST 39TH PLACE, 42.2 FT EAST-NORTHEAST OF THE APPROXIMATE DG9566'CENTERLINE OF U.S. HIGHWAY 41, 2.4 FT WEST-SOUTHWEST OF A CARSONITE DG9566'WITNESS POST AND 2.1 FT WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9565 *********************************************************************** DG9565 DESIGNATION - 9 3404004 DG9565 PID - DG9565 DG9565 STATE/COUNTY- FL/LEVY DG9565 USGS QUAD - MORRISTON (1993) DG9565 DG9565 *CURRENT SURVEY CONTROL DG9565 ___________________________________________________________________ DG9565* NAD 83(1986)- 29 21 34. (N) 082 27 21. (W) SCALED DG9565* NAVD 88 - 18.620 (meters) 61.09 (feet) ADJUSTED DG9565 ___________________________________________________________________ DG9565 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9565 DYNAMIC HT - 18.595 (meters) 61.01 (feet) COMP DG9565 MODELED GRAV- 979,266.4 (mgal) NAVD 88 DG9565 DG9565 VERT ORDER - FIRST CLASS II DG9565 DG9565.The horizontal coordinates were scaled from a topographic map and have DG9565.an estimated accuracy of +/- 6 seconds. DG9565 DG9565.The orthometric height was determined by differential leveling DG9565.and adjusted by the National Geodetic Survey in May 2005. DG9565.No vertical observational check was made to the station. DG9565 DG9565.The geoid height was determined by GEOID03. DG9565 DG9565.The dynamic height is computed by dividing the NAVD 88 DG9565.geopotential number by the normal gravity value computed on the DG9565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9565.degrees latitude (g = 980.6199 gals.). DG9565 DG9565.The modeled gravity was interpolated from observed gravity values. DG9565 DG9565; North East Units Estimated Accuracy DG9565;SPC FL W - 556,950. 155,740. MT (+/- 180 meters Scaled) DG9565 DG9565 SUPERSEDED SURVEY CONTROL DG9565 DG9565.No superseded survey control is available for this station. DG9565 DG9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN586486(NAD 83) DG9565_MARKER: DD = SURVEY DISK DG9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9565_STAMPING: BM 9 3404004 DG9565_MARK LOGO: FLDT DG9565_PROJECTION: RECESSED 3 CENTIMETERS DG9565_MAGNETIC: N = NO MAGNETIC MATERIAL DG9565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9565+STABILITY: SURFACE MOTION DG9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9565+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003 DG9565 DG9565 HISTORY - Date Condition Report By DG9565 HISTORY - UNK MONUMENTED FLDT DG9565 HISTORY - 20030906 GOOD FLDEP DG9565 DG9565 STATION DESCRIPTION DG9565 DG9565'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9565'THE MARK IS ABOUT 1.9 MI SOUTH-SOUTHWEST OF WILLISTON, IN SECTION 18, DG9565'TOWNSHIP 13 SOUTH, RANGE 19 EAST. DG9565' DG9565'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9565'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9565'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 1.85 MI TO THE JUNCTION OF DG9565'SOUTHWEST 7TH STREET ON THE RIGHT AND THE MARK ON THE LEFT, SET IN DG9565'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL DG9565'OF THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 41. DG9565' DG9565'LOCATED 47.3 FT EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41, DG9565'6.2 FT WEST OF A 4-RAIL WOODEN FENCE, 3.9 FT NORTHWEST OF A 23-INCH DG9565'DIAMETER PINE TREE AND 2.8 FT WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8069 *********************************************************************** DG8069 DESIGNATION - A 585 DG8069 PID - DG8069 DG8069 STATE/COUNTY- FL/LEVY DG8069 USGS QUAD - BRONSON NE (1988) DG8069 DG8069 *CURRENT SURVEY CONTROL DG8069 ___________________________________________________________________ DG8069* NAD 83(1986)- 29 24 55. (N) 082 37 23. (W) SCALED DG8069* NAVD 88 - 22.487 (meters) 73.78 (feet) ADJUSTED DG8069 ___________________________________________________________________ DG8069 GEOID HEIGHT- -27.61 (meters) GEOID03 DG8069 DYNAMIC HT - 22.456 (meters) 73.67 (feet) COMP DG8069 MODELED GRAV- 979,274.2 (mgal) NAVD 88 DG8069 DG8069 VERT ORDER - FIRST CLASS II DG8069 DG8069.The horizontal coordinates were scaled from a topographic map and have DG8069.an estimated accuracy of +/- 6 seconds. DG8069 DG8069.The orthometric height was determined by differential leveling DG8069.and adjusted by the National Geodetic Survey in May 2005. DG8069.No vertical observational check was made to the station. DG8069 DG8069.Photographs are available for this station. DG8069 DG8069.The geoid height was determined by GEOID03. DG8069 DG8069.The dynamic height is computed by dividing the NAVD 88 DG8069.geopotential number by the normal gravity value computed on the DG8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8069.degrees latitude (g = 980.6199 gals.). DG8069 DG8069.The modeled gravity was interpolated from observed gravity values. DG8069 DG8069; North East Units Estimated Accuracy DG8069;SPC FL W - 563,220. 139,540. MT (+/- 180 meters Scaled) DG8069 DG8069 SUPERSEDED SURVEY CONTROL DG8069 DG8069.No superseded survey control is available for this station. DG8069 DG8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN425550(NAD 83) DG8069_MARKER: DD = SURVEY DISK DG8069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8069_STAMPING: A 585 2003 DG8069_MARK LOGO: FLDEP DG8069_PROJECTION: RECESSED 5 CENTIMETERS DG8069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8069+STABILITY: SURFACE MOTION DG8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8069+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8069 DG8069 HISTORY - Date Condition Report By DG8069 HISTORY - 20030722 MONUMENTED FLDEP DG8069 DG8069 STATION DESCRIPTION DG8069 DG8069'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8069'THE MARK IS ABOUT 2.3 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 29, DG8069'TOWNSHIP 12 SOUTH, RANGE 17 EAST. DG8069' DG8069'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8069'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337 DG8069'FOR 2.15 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DG8069'CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND DG8069'ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 337. DG8069' DG8069'LOCATED 121.3 FT NORTH-NORTHWEST WOODEN POWER POLE NUMBER 40, 49.8 FT DG8069'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.6 DG8069'FT EAST-NORTHEAST OF A BARB WIRE FENCE AND 1.1 FT EAST-NORTHEAST OF A DG8069'CARSONITE WITNESS POST. DG8069' DG8069'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9877 *********************************************************************** DG9877 DESIGNATION - A 586 DG9877 PID - DG9877 DG9877 STATE/COUNTY- FL/LEVY DG9877 USGS QUAD - BRONSON SE (1988) DG9877 DG9877 *CURRENT SURVEY CONTROL DG9877 ___________________________________________________________________ DG9877* NAD 83(1986)- 29 21 09. (N) 082 30 26. (W) SCALED DG9877* NAVD 88 - 26.852 (meters) 88.10 (feet) ADJUSTED DG9877 ___________________________________________________________________ DG9877 GEOID HEIGHT- -27.64 (meters) GEOID03 DG9877 DYNAMIC HT - 26.815 (meters) 87.98 (feet) COMP DG9877 MODELED GRAV- 979,264.0 (mgal) NAVD 88 DG9877 DG9877 VERT ORDER - SECOND CLASS I DG9877 DG9877.The horizontal coordinates were scaled from a topographic map and have DG9877.an estimated accuracy of +/- 6 seconds. DG9877 DG9877.The orthometric height was determined by differential leveling DG9877.and adjusted by the National Geodetic Survey in May 2005. DG9877.No vertical observational check was made to the station. DG9877 DG9877.Photographs are available for this station. DG9877 DG9877.The geoid height was determined by GEOID03. DG9877 DG9877.The dynamic height is computed by dividing the NAVD 88 DG9877.geopotential number by the normal gravity value computed on the DG9877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9877.degrees latitude (g = 980.6199 gals.). DG9877 DG9877.The modeled gravity was interpolated from observed gravity values. DG9877 DG9877; North East Units Estimated Accuracy DG9877;SPC FL W - 556,210. 150,750. MT (+/- 180 meters Scaled) DG9877 DG9877 SUPERSEDED SURVEY CONTROL DG9877 DG9877.No superseded survey control is available for this station. DG9877 DG9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN536479(NAD 83) DG9877_MARKER: DD = SURVEY DISK DG9877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9877_STAMPING: A 586 2003 DG9877_MARK LOGO: FLDEP DG9877_PROJECTION: RECESSED 5 CENTIMETERS DG9877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9877+STABILITY: SURFACE MOTION DG9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9877+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG9877 DG9877 HISTORY - Date Condition Report By DG9877 HISTORY - 20030725 MONUMENTED FLDEP DG9877 DG9877 STATION DESCRIPTION DG9877 DG9877'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9877'THE MARK IS ABOUT 4.2 MI SOUTHWEST OF WILLISTON, IN SECTION 16, DG9877'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9877' DG9877'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9877'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9877'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9877'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9877'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 4.0 MI TO THE DG9877'JUNCTION OF NORTHEAST 15TH STREET ON THE RIGHT AND THE MARK ON THE DG9877'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT DG9877'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 121. DG9877' DG9877'LOCATED 122.8 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST DG9877'15TH STREET, 106.1 FT NORTHWEST OF POWER POLE NUMBER DG9877'41584-103819-092446, 48.7 FT NORTHWEST OF THE APPROXIMATE CENTERLINE DG9877'OF STATE ROAD 121 AND 1.7 FT SOUTHEAST OF A CARSONITE WITNESS POST. DG9877' DG9877'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8092 *********************************************************************** DG8092 DESIGNATION - A 588 DG8092 PID - DG8092 DG8092 STATE/COUNTY- FL/LEVY DG8092 USGS QUAD - YANKEETOWN (1993) DG8092 DG8092 *CURRENT SURVEY CONTROL DG8092 ___________________________________________________________________ DG8092* NAD 83(1986)- 29 03 50. (N) 082 38 55. (W) SCALED DG8092* NAVD 88 - 11.451 (meters) 37.57 (feet) ADJUSTED DG8092 ___________________________________________________________________ DG8092 GEOID HEIGHT- -27.41 (meters) GEOID03 DG8092 DYNAMIC HT - 11.435 (meters) 37.52 (feet) COMP DG8092 MODELED GRAV- 979,242.7 (mgal) NAVD 88 DG8092 DG8092 VERT ORDER - FIRST CLASS II DG8092 DG8092.The horizontal coordinates were scaled from a topographic map and have DG8092.an estimated accuracy of +/- 6 seconds. DG8092 DG8092.The orthometric height was determined by differential leveling DG8092.and adjusted by the National Geodetic Survey in May 2005. DG8092.No vertical observational check was made to the station. DG8092 DG8092.The geoid height was determined by GEOID03. DG8092 DG8092.The dynamic height is computed by dividing the NAVD 88 DG8092.geopotential number by the normal gravity value computed on the DG8092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8092.degrees latitude (g = 980.6199 gals.). DG8092 DG8092.The modeled gravity was interpolated from observed gravity values. DG8092 DG8092; North East Units Estimated Accuracy DG8092;SPC FL W - 524,290. 136,840. MT (+/- 180 meters Scaled) DG8092 DG8092 SUPERSEDED SURVEY CONTROL DG8092 DG8092.No superseded survey control is available for this station. DG8092 DG8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN395161(NAD 83) DG8092_MARKER: F = FLANGE-ENCASED ROD DG8092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8092_STAMPING: A 588 2003 DG8092_MARK LOGO: NGS DG8092_PROJECTION: RECESSED 5 CENTIMETERS DG8092_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8092+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8092_ROD/PIPE-DEPTH: 4.8 meters DG8092 DG8092 HISTORY - Date Condition Report By DG8092 HISTORY - 20031001 MONUMENTED FLDEP DG8092 DG8092 STATION DESCRIPTION DG8092 DG8092'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8092'THE MARK IS ABOUT 2.7 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 25, DG8092'TOWNSHIP 16 SOUTH, RANGE 16 EAST. DG8092' DG8092'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8092'COUNTY ROAD 40 IN INGLIS GO NORTH ON U.S. HIGHWAY 19, 98 FOR 2.65 MI DG8092'TO THE JUNCTION OF SOUTHEAST 182ND PLACE ON THE RIGHT AND THE MARK ON DG8092'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.8 DG8092'FT WITH AN NGS LOGO CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND DG8092'AND LEVEL WITH SOUTHEAST 153RD STREET, THE DATUM POINT IS RECESSED 0.6 DG8092'FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8092' DG8092'LOCATED 65.2 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8092'19, 98, 33.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF SOUTHEAST DG8092'182ND PLACE, 16.4 FT SOUTHWEST OF POWER POLE NUMBER 40, 7.8 FT DG8092'NORTH-NORTHEAST OF A FIBER OPTIC PHONE CABLE WARNING POST AND 1.8 FT DG8092'WEST-NORTHWEST OF A CARSONITE WITNESS POST. DG8092' DG8092'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8092' DG8092'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1472 *********************************************************************** AR1472 DESIGNATION - AK 37 RESET 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 - 5.258 (meters) 17.25 (feet) ADJUSTED AR1472 ___________________________________________________________________ AR1472 GEOID HEIGHT- -27.36 (meters) GEOID03 AR1472 DYNAMIC HT - 5.251 (meters) 17.23 (feet) COMP AR1472 MODELED GRAV- 979,239.8 (mgal) NAVD 88 AR1472 AR1472 VERT ORDER - FIRST CLASS II 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 May 2005. AR1472 AR1472.The geoid height was determined by GEOID03. 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 NAVD 88 (??/??/92) 5.199 (m) 17.06 (f) UNKNOWN 3 0 AR1472 AR1472.Superseded values are not recommended for survey control. AR1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1472.See file dsdata.txt to determine how the superseded data were derived. 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_SP_SET: CONCRETE POST AR1472_STAMPING: AK 37 RESET 1960 AR1472_MARK LOGO: CGS AR1472_PROJECTION: FLUSH AR1472_MAGNETIC: N = NO MAGNETIC MATERIAL AR1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1472+STABILITY: SURFACE MOTION AR1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR1472+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1472 AR1472 HISTORY - Date Condition Report By AR1472 HISTORY - 1960 MONUMENTED CGS AR1472 HISTORY - 1977 GOOD FLDNR AR1472 HISTORY - 1990 GOOD USPSQD AR1472 HISTORY - 1990 GOOD USPSQD AR1472 HISTORY - 20010331 GOOD NGS AR1472 HISTORY - 20031019 GOOD FLDEP 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. AR1472 AR1472 STATION RECOVERY (2003) AR1472 AR1472'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1472'THE MARK IS ABOUT 0.4 MI EAST OF INGLIS, IN SECTION 2, TOWNSHIP 17 AR1472'SOUTH, RANGE 16 EAST. AR1472' AR1472'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR1472'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 0.4 MI TO THE AR1472'JUNCTION OF LORI STREET ON THE LEFT AND THE MARK ON THE LEFT, SET IN AR1472'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AR1472'AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 40. AR1472' AR1472'LOCATED 168.0 FT WEST OF THE APPROXIMATE CENTERLINE OF LORI STREET, AR1472'47.2 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 40, 1.1 FT AR1472'SOUTHWEST OF A 13-INCH DIAMETER PALM TREE AND CENTERED BETWEEN 2 AR1472'METAL WITNESS POSTS. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1471 *********************************************************************** AR1471 DESIGNATION - AK 38 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 - 5.994 (meters) 19.67 (feet) ADJUSTED AR1471 ___________________________________________________________________ AR1471 GEOID HEIGHT- -27.37 (meters) GEOID03 AR1471 DYNAMIC HT - 5.986 (meters) 19.64 (feet) COMP AR1471 MODELED GRAV- 979,239.0 (mgal) NAVD 88 AR1471 AR1471 VERT ORDER - FIRST CLASS II 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 May 2005. AR1471 AR1471.The geoid height was determined by GEOID03. 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 NAVD 88 (??/??/92) 5.946 (m) 19.51 (f) UNKNOWN 3 0 AR1471 AR1471.Superseded values are not recommended for survey control. AR1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1471.See file dsdata.txt to determine how the superseded data were derived. AR1471 AR1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN397122(NAD 83) AR1471_MARKER: DD = SURVEY DISK AR1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1471_SP_SET: CONCRETE POST AR1471_STAMPING: AK 38 AR1471_MARK LOGO: CGS+SS AR1471_PROJECTION: PROJECTING 13 CENTIMETERS AR1471_MAGNETIC: N = NO MAGNETIC MATERIAL AR1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1471+STABILITY: SURFACE MOTION AR1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR1471+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1471 AR1471 HISTORY - Date Condition Report By AR1471 HISTORY - 1934 MONUMENTED CGS+SS 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 HISTORY - 20031019 GOOD FLDEP 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. AR1471 AR1471 STATION RECOVERY (2003) AR1471 AR1471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1471'THE MARK IS ABOUT 1.4 MI EAST OF INGLIS, IN SECTION 1, TOWNSHIP 17 AR1471'SOUTH, RANGE 16 EAST. AR1471' AR1471'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR1471'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 1.4 MI TO THE AR1471'MARK ON THE LEFT, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AR1471'PROJECTING 0.5 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT 2.0 FT AR1471'BELOW THE LEVEL OF COUNTY ROAD 40. AR1471' AR1471'LOCATED 78.3 FT SOUTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY AT AR1471'717 COUNTY ROAD 40 (SMITH RESIDENCE), 38.8 FT NORTH-NORTHEAST OF THE AR1471'APPROXIMATE CENTERLINE OF COUNTY ROAD 40, 11.6 FT SOUTH-SOUTHWEST OF AR1471'A CHAIN LINK FENCE AND 1.0 FT EAST-SOUTHEAST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9868 *********************************************************************** DG9868 DESIGNATION - AK 65 DG9868 PID - DG9868 DG9868 STATE/COUNTY- FL/LEVY DG9868 USGS QUAD - TIDEWATER (1991) DG9868 DG9868 *CURRENT SURVEY CONTROL DG9868 ___________________________________________________________________ DG9868* NAD 83(1986)- 29 07 43. (N) 082 34 11. (W) SCALED DG9868* NAVD 88 - 22.851 (meters) 74.97 (feet) ADJUSTED DG9868 ___________________________________________________________________ DG9868 GEOID HEIGHT- -27.52 (meters) GEOID03 DG9868 DYNAMIC HT - 22.819 (meters) 74.87 (feet) COMP DG9868 MODELED GRAV- 979,244.3 (mgal) NAVD 88 DG9868 DG9868 VERT ORDER - SECOND CLASS I DG9868 DG9868.The horizontal coordinates were scaled from a topographic map and have DG9868.an estimated accuracy of +/- 6 seconds. DG9868 DG9868.The orthometric height was determined by differential leveling DG9868.and adjusted by the National Geodetic Survey in May 2005. DG9868.No vertical observational check was made to the station. DG9868 DG9868.Photographs are available for this station. DG9868 DG9868.The geoid height was determined by GEOID03. DG9868 DG9868.The dynamic height is computed by dividing the NAVD 88 DG9868.geopotential number by the normal gravity value computed on the DG9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9868.degrees latitude (g = 980.6199 gals.). DG9868 DG9868.The modeled gravity was interpolated from observed gravity values. DG9868 DG9868; North East Units Estimated Accuracy DG9868;SPC FL W - 531,420. 144,560. MT (+/- 180 meters Scaled) DG9868 DG9868 SUPERSEDED SURVEY CONTROL DG9868 DG9868.No superseded survey control is available for this station. DG9868 DG9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN472232(NAD 83) DG9868_MARKER: DD = SURVEY DISK DG9868_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DG9868_STAMPING: AK 65 DG9868_MARK LOGO: CGS+SS DG9868_PROJECTION: PROJECTING 5 CENTIMETERS DG9868_MAGNETIC: N = NO MAGNETIC MATERIAL DG9868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9868+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003 DG9868 DG9868 HISTORY - Date Condition Report By DG9868 HISTORY - 1934 MONUMENTED CGS+SS DG9868 HISTORY - 20030920 GOOD FLDEP DG9868 DG9868 STATION DESCRIPTION DG9868 DG9868'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9868'THE MARK IS ABOUT 8.2 MI NORTHWEST OF DUNNELLON, IN SECTION 34, DG9868'TOWNSHIP 15 SOUTH, RANGE 17 EAST. DG9868' DG9868'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9868'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY DG9868'ROAD 337 FOR 6.5 MI TO THE JUNCTION OF COUNTY ROAD 336 AND THE MARK DG9868'ON THE LEFT. THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF DG9868'COUNTY ROAD 40 AND COUNTY ROAD 336 ABOUT 3.7 MI WEST OF DUNNELLON, GO DG9868'NORTHWEST ON COUNTY ROAD 336 FOR 5.75 MI TO THE JUNCTION OF COUNTY DG9868'ROAD 337 ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A DG9868'6-INCH SQUARE CONCRETE POST PROJECTING 0.2 FT ABOVE THE LEVEL OF THE DG9868'GROUND AND ABOUT 0.5 FT ABOVE THE LEVEL OF COUNTY ROAD 336. DG9868' DG9868'LOCATED 182.0 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9868'ROAD 337, 79.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9868'ROAD 336 AND 1.0 FT SOUTHWEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8070 *********************************************************************** DG8070 DESIGNATION - B 585 DG8070 PID - DG8070 DG8070 STATE/COUNTY- FL/LEVY DG8070 USGS QUAD - BRONSON NE (1988) DG8070 DG8070 *CURRENT SURVEY CONTROL DG8070 ___________________________________________________________________ DG8070* NAD 83(1986)- 29 23 22. (N) 082 36 39. (W) SCALED DG8070* NAVD 88 - 23.423 (meters) 76.85 (feet) ADJUSTED DG8070 ___________________________________________________________________ DG8070 GEOID HEIGHT- -27.60 (meters) GEOID03 DG8070 DYNAMIC HT - 23.391 (meters) 76.74 (feet) COMP DG8070 MODELED GRAV- 979,271.3 (mgal) NAVD 88 DG8070 DG8070 VERT ORDER - FIRST CLASS II DG8070 DG8070.The horizontal coordinates were scaled from a topographic map and have DG8070.an estimated accuracy of +/- 6 seconds. DG8070 DG8070.The orthometric height was determined by differential leveling DG8070.and adjusted by the National Geodetic Survey in May 2005. DG8070.No vertical observational check was made to the station. DG8070 DG8070.Photographs are available for this station. DG8070 DG8070.The geoid height was determined by GEOID03. DG8070 DG8070.The dynamic height is computed by dividing the NAVD 88 DG8070.geopotential number by the normal gravity value computed on the DG8070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8070.degrees latitude (g = 980.6199 gals.). DG8070 DG8070.The modeled gravity was interpolated from observed gravity values. DG8070 DG8070; North East Units Estimated Accuracy DG8070;SPC FL W - 560,350. 140,710. MT (+/- 180 meters Scaled) DG8070 DG8070 SUPERSEDED SURVEY CONTROL DG8070 DG8070.No superseded survey control is available for this station. DG8070 DG8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN436522(NAD 83) DG8070_MARKER: F = FLANGE-ENCASED ROD DG8070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8070_STAMPING: B 585 2003 DG8070_MARK LOGO: NGS DG8070_PROJECTION: FLUSH DG8070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8070+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8070_ROD/PIPE-DEPTH: 10.8 meters DG8070 DG8070 HISTORY - Date Condition Report By DG8070 HISTORY - 20030722 MONUMENTED FLDEP DG8070 DG8070 STATION DESCRIPTION DG8070 DG8070'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8070'THE MARK IS ABOUT 4.3 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 4, DG8070'TOWNSHIP 13 SOUTH, RANGE 17 EAST. DG8070' DG8070'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8070'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337 DG8070'FOR 4.2 MI TO THE JUNCTION OF A DRIVEWAY AT 3991 COUNTY ROAD 337 ON DG8070'THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO DG8070'REFUSAL AT A DEPTH OF 35.5 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG8070'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 337, THE DATUM DG8070'POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8070' DG8070'LOCATED 76.8 FT SOUTH OF A WOODEN POWER POLE, 50.4 FT WEST OF THE DG8070'APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.2 FT EAST OF A BARB WIRE DG8070'FENCE AND 0.8 FT EAST OF A CARSONITE WITNESS POST. DG8070' DG8070'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8070' DG8070'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9855 *********************************************************************** DG9855 DESIGNATION - B 586 DG9855 PID - DG9855 DG9855 STATE/COUNTY- FL/LEVY DG9855 USGS QUAD - BRONSON SE (1988) DG9855 DG9855 *CURRENT SURVEY CONTROL DG9855 ___________________________________________________________________ DG9855* NAD 83(1986)- 29 21 56. (N) 082 30 04. (W) SCALED DG9855* NAVD 88 - 26.114 (meters) 85.68 (feet) ADJUSTED DG9855 ___________________________________________________________________ DG9855 GEOID HEIGHT- -27.65 (meters) GEOID03 DG9855 DYNAMIC HT - 26.078 (meters) 85.56 (feet) COMP DG9855 MODELED GRAV- 979,265.3 (mgal) NAVD 88 DG9855 DG9855 VERT ORDER - SECOND CLASS I DG9855 DG9855.The horizontal coordinates were scaled from a topographic map and have DG9855.an estimated accuracy of +/- 6 seconds. DG9855 DG9855.The orthometric height was determined by differential leveling DG9855.and adjusted by the National Geodetic Survey in May 2005. DG9855.No vertical observational check was made to the station. DG9855 DG9855.Photographs are available for this station. DG9855 DG9855.The geoid height was determined by GEOID03. DG9855 DG9855.The dynamic height is computed by dividing the NAVD 88 DG9855.geopotential number by the normal gravity value computed on the DG9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9855.degrees latitude (g = 980.6199 gals.). DG9855 DG9855.The modeled gravity was interpolated from observed gravity values. DG9855 DG9855; North East Units Estimated Accuracy DG9855;SPC FL W - 557,650. 151,350. MT (+/- 180 meters Scaled) DG9855 DG9855 SUPERSEDED SURVEY CONTROL DG9855 DG9855.No superseded survey control is available for this station. DG9855 DG9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN543494(NAD 83) DG9855_MARKER: DD = SURVEY DISK DG9855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9855_STAMPING: B 586 2003 DG9855_MARK LOGO: FLDEP DG9855_PROJECTION: FLUSH DG9855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9855+STABILITY: SURFACE MOTION DG9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9855+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG9855 DG9855 HISTORY - Date Condition Report By DG9855 HISTORY - 20030725 MONUMENTED FLDEP DG9855 DG9855 STATION DESCRIPTION DG9855 DG9855'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9855'THE MARK IS ABOUT 3.5 MI SOUTHWEST OF WILLISTON, IN SECTION 10, DG9855'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9855' DG9855'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9855'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9855'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9855'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9855'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 3.0 MI TO THE MARK DG9855'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH DG9855'THE GROUND AND LEVEL WITH STATE ROAD 121. DG9855' DG9855'LOCATED 105.2 FT EAST OF POWER POLE NUMBER 4004533, 50.9 FT SOUTHEAST DG9855'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, 1.4 FT NORTHWEST OF DG9855'A BARB WIRE FENCE AND 0.9 FT NORTHWEST OF A CARSONITE WITNESS POST. DG9855' DG9855'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8093 *********************************************************************** DG8093 DESIGNATION - B 588 DG8093 PID - DG8093 DG8093 STATE/COUNTY- FL/LEVY DG8093 USGS QUAD - YANKEETOWN (1993) DG8093 DG8093 *CURRENT SURVEY CONTROL DG8093 ___________________________________________________________________ DG8093* NAD 83(1986)- 29 03 17. (N) 082 39 22. (W) SCALED DG8093* NAVD 88 - 5.765 (meters) 18.91 (feet) ADJUSTED DG8093 ___________________________________________________________________ DG8093 GEOID HEIGHT- -27.39 (meters) GEOID03 DG8093 DYNAMIC HT - 5.757 (meters) 18.89 (feet) COMP DG8093 MODELED GRAV- 979,242.0 (mgal) NAVD 88 DG8093 DG8093 VERT ORDER - FIRST CLASS II DG8093 DG8093.The horizontal coordinates were scaled from a topographic map and have DG8093.an estimated accuracy of +/- 6 seconds. DG8093 DG8093.The orthometric height was determined by differential leveling DG8093.and adjusted by the National Geodetic Survey in May 2005. DG8093.No vertical observational check was made to the station. DG8093 DG8093.The geoid height was determined by GEOID03. DG8093 DG8093.The dynamic height is computed by dividing the NAVD 88 DG8093.geopotential number by the normal gravity value computed on the DG8093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8093.degrees latitude (g = 980.6199 gals.). DG8093 DG8093.The modeled gravity was interpolated from observed gravity values. DG8093 DG8093; North East Units Estimated Accuracy DG8093;SPC FL W - 523,270. 136,110. MT (+/- 180 meters Scaled) DG8093 DG8093 SUPERSEDED SURVEY CONTROL DG8093 DG8093.No superseded survey control is available for this station. DG8093 DG8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN387151(NAD 83) DG8093_MARKER: DD = SURVEY DISK DG8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8093_STAMPING: B 588 2003 DG8093_MARK LOGO: FLDEP DG8093_PROJECTION: FLUSH DG8093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8093+STABILITY: SURFACE MOTION DG8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8093+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 DG8093 DG8093 HISTORY - Date Condition Report By DG8093 HISTORY - 20030824 MONUMENTED FLDEP DG8093 DG8093 STATION DESCRIPTION DG8093 DG8093'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8093'THE MARK IS ABOUT 1.8 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 26, DG8093'TOWNSHIP 16 SOUTH, RANGE 16 EAST. DG8093' DG8093'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8093'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.9 MI DG8093'TO THE JUNCTION OF SOUTHEAST 68TH AVENUE ON THE RIGHT AND THE MARK ON DG8093'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DG8093'GROUND AND LEVEL WITH SOUTHEAST 68TH AVENUE. DG8093' DG8093'LOCATED 71.7 FT SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8093'19, 98 NORTHBOUND, 57.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF DG8093'SOUTHEAST 68TH AVENUE, 9.5 FT SOUTH-SOUTHWEST OF A METAL FIBER OPTIC DG8093'CABLE WARNING SIGN AND 0.9 FT NORTHWEST OF A CARSONITE WITNESS POST. DG8093' DG8093'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0644 *********************************************************************** AR0644 DESIGNATION - BG 12 RESET AR0644 PID - AR0644 AR0644 STATE/COUNTY- FL/LEVY AR0644 USGS QUAD - BRONSON (1988) AR0644 AR0644 *CURRENT SURVEY CONTROL AR0644 ___________________________________________________________________ AR0644* NAD 83(1986)- 29 26 43. (N) 082 38 12. (W) SCALED AR0644* NAVD 88 - 20.326 (meters) 66.69 (feet) ADJUSTED AR0644 ___________________________________________________________________ AR0644 GEOID HEIGHT- -27.61 (meters) GEOID03 AR0644 DYNAMIC HT - 20.299 (meters) 66.60 (feet) COMP AR0644 MODELED GRAV- 979,277.4 (mgal) NAVD 88 AR0644 AR0644 VERT ORDER - FIRST CLASS II AR0644 AR0644.The horizontal coordinates were scaled from a topographic map and have AR0644.an estimated accuracy of +/- 6 seconds. AR0644 AR0644.The orthometric height was determined by differential leveling AR0644.and adjusted by the National Geodetic Survey in May 2005. AR0644.No vertical observational check was made to the station. AR0644 AR0644.Photographs are available for this station. AR0644 AR0644.The geoid height was determined by GEOID03. AR0644 AR0644.The dynamic height is computed by dividing the NAVD 88 AR0644.geopotential number by the normal gravity value computed on the AR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0644.degrees latitude (g = 980.6199 gals.). AR0644 AR0644.The modeled gravity was interpolated from observed gravity values. AR0644 AR0644; North East Units Estimated Accuracy AR0644;SPC FL W - 566,550. 138,240. MT (+/- 180 meters Scaled) AR0644 AR0644 SUPERSEDED SURVEY CONTROL AR0644 AR0644 NAVD 88 (06/15/91) 20.345 (m) 66.75 (f) UNKNOWN 1 1 AR0644 NGVD 29 (??/??/92) 20.579 (m) 67.52 (f) ADJ UNCH 1 1 AR0644 AR0644.Superseded values are not recommended for survey control. AR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0644.See file dsdata.txt to determine how the superseded data were derived. AR0644 AR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN412584(NAD 83) AR0644_MARKER: DB = BENCH MARK DISK AR0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0644_STAMPING: BG 12 RESET 1954 AR0644_MARK LOGO: CGS AR0644_PROJECTION: FLUSH AR0644_MAGNETIC: N = NO MAGNETIC MATERIAL AR0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0644+STABILITY: SURFACE MOTION AR0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0644+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 AR0644 AR0644 HISTORY - Date Condition Report By AR0644 HISTORY - 1954 MONUMENTED CGS AR0644 HISTORY - 1967 GOOD NGS AR0644 HISTORY - 19981217 GOOD USPSQD AR0644 HISTORY - 20030723 GOOD FLDEP AR0644 AR0644 STATION DESCRIPTION AR0644 AR0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AR0644'AT BRONSON. AR0644'AT BRONSON, ABOUT 0.1 MILE SOUTHWEST ALONG A BLACK TOPPED AR0644'STREET FROM THE COURTHOUSE, IN SECTION 17, R 17 E, T 12 S, ABOUT AR0644'115 YARDS EAST OF AND ACROSS U.S. HIGHWAY ALTERNATE 27 FROM THE AR0644'POST OFFICE, IN THE NORTHEAST EDGE OF A SIDEWALK, 47 FEET SOUTHEAST AR0644'OF THE CENTER LINE OF THE STREET, 7.4 FEET NORTHEAST OF THE AR0644'NORTHEAST CURB OF THE HIGHWAY, 12.2 FEET EAST OF THE CENTER OF A AR0644'ROUND MAN-HOLE COVER, ABOUT LEVEL WITH THE HIGHWAY AND SET IN AR0644'THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK. AT THE AR0644'INTERSECTION OF A BLACK TOP STREET NORTHEAST-SOUTHWEST. AR0644 AR0644 STATION RECOVERY (1998) AR0644 AR0644'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0644'RECOVERED IN GOOD CONDITION. AR0644 AR0644 STATION RECOVERY (2003) AR0644 AR0644'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0644'THE MARK IS IN BRONSON, IN SECTION 17, TOWNSHIP 12 SOUTH, RANGE 17 AR0644'EAST. AR0644' AR0644'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 AR0644'AND COUNTY ROAD 337 SOUTH IN BRONSON, GO NORTHWEST ON ALTERNATE U.S. AR0644'HIGHWAY 27 FOR 0.05 MI TO THE INTERSECTION OF PICNIC STREET AND THE AR0644'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH AR0644'THE SIDEWALK AND ABOUT 0.5 FT ABOVE THE LEVEL OF ALTERNATE U.S. AR0644'HIGHWAY 27. AR0644' AR0644'LOCATED 42.5 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PICNIC AR0644'STREET, 39.9 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF AR0644'ALTERNATE U.S. HIGHWAY 27, 12.3 FT EAST OF THE CENTER OF A MANHOLE AR0644'COVER, 5.5 FT NORTHEAST OF POWER POLE NUMBER 479928 AND 2.8 FT SOUTH AR0644'OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8066 *********************************************************************** DG8066 DESIGNATION - BG 9 RESET DG8066 PID - DG8066 DG8066 STATE/COUNTY- FL/LEVY DG8066 USGS QUAD - BRONSON NE (1988) DG8066 DG8066 *CURRENT SURVEY CONTROL DG8066 ___________________________________________________________________ DG8066* NAD 83(1986)- 29 25 47. (N) 082 36 09. (W) SCALED DG8066* NAVD 88 - 29.955 (meters) 98.28 (feet) ADJUSTED DG8066 ___________________________________________________________________ DG8066 GEOID HEIGHT- -27.62 (meters) GEOID03 DG8066 DYNAMIC HT - 29.914 (meters) 98.14 (feet) COMP DG8066 MODELED GRAV- 979,275.0 (mgal) NAVD 88 DG8066 DG8066 VERT ORDER - FIRST CLASS II DG8066 DG8066.The horizontal coordinates were scaled from a topographic map and have DG8066.an estimated accuracy of +/- 6 seconds. DG8066 DG8066.The orthometric height was determined by differential leveling DG8066.and adjusted by the National Geodetic Survey in May 2005. DG8066.No vertical observational check was made to the station. DG8066 DG8066.Photographs are available for this station. DG8066 DG8066.The geoid height was determined by GEOID03. DG8066 DG8066.The dynamic height is computed by dividing the NAVD 88 DG8066.geopotential number by the normal gravity value computed on the DG8066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8066.degrees latitude (g = 980.6199 gals.). DG8066 DG8066.The modeled gravity was interpolated from observed gravity values. DG8066 DG8066; North East Units Estimated Accuracy DG8066;SPC FL W - 564,810. 141,540. MT (+/- 180 meters Scaled) DG8066 DG8066 SUPERSEDED SURVEY CONTROL DG8066 DG8066.No superseded survey control is available for this station. DG8066 DG8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN445566(NAD 83) DG8066_MARKER: DB = BENCH MARK DISK DG8066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8066_STAMPING: BG 9 RESET 1965 DG8066_MARK LOGO: CGS DG8066_PROJECTION: FLUSH DG8066_MAGNETIC: N = NO MAGNETIC MATERIAL DG8066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8066+STABILITY: SURFACE MOTION DG8066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8066+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8066 DG8066 HISTORY - Date Condition Report By DG8066 HISTORY - 1965 MONUMENTED CGS DG8066 HISTORY - 20030723 GOOD FLDEP DG8066 DG8066 STATION DESCRIPTION DG8066 DG8066'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8066'THE MARK IS ABOUT 2.45 MI EAST-SOUTHEAST OF BRONSON, IN SECTION 22, DG8066'TOWNSHIP 12 SOUTH, RANGE 17 EAST. DG8066' DG8066'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8066'AND COUNTY ROAD 337 IN BRONSON GO SOUTHEAST ON ALTERNATE U.S. HIGHWAY DG8066'27 FOR 2.3 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DG8066'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 8.0 FT ABOVE THE DG8066'LEVEL OF ALTERNATE U.S. HIGHWAY 27. DG8066' DG8066'LOCATED 59.3 FT SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DG8066'SOUTHEAST BOUND LANES OF ALTERNATE U.S. HIGHWAY 27, 42.0 FT SOUTHEAST DG8066'OF THE APPROXIMATE CENTERLINE OF A GRAVEL DRIVE AT 10150 ALTERNATE DG8066'U.S. HIGHWAY 27, 29.7 FT NORTHWEST OF ANOTHER GRAVEL DRIVE AND 2.5 FT DG8066'SOUTH-SOUTHEAST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0647 *********************************************************************** AR0647 DESIGNATION - BRONSON AR0647 PID - AR0647 AR0647 STATE/COUNTY- FL/LEVY AR0647 USGS QUAD - BRONSON (1988) AR0647 AR0647 *CURRENT SURVEY CONTROL AR0647 ___________________________________________________________________ AR0647* NAD 83(1990)- 29 26 46.96951(N) 082 38 06.58832(W) ADJUSTED AR0647* NAVD 88 - 23.964 (meters) 78.62 (feet) ADJUSTED AR0647 ___________________________________________________________________ AR0647 LAPLACE CORR- -0.77 (seconds) DEFLEC99 AR0647 GEOID HEIGHT- -27.61 (meters) GEOID03 AR0647 DYNAMIC HT - 23.931 (meters) 78.51 (feet) COMP AR0647 MODELED GRAV- 979,277.4 (mgal) NAVD 88 AR0647 AR0647 HORZ ORDER - SECOND AR0647 VERT ORDER - FIRST CLASS II AR0647 AR0647.The horizontal coordinates were established by classical geodetic methods AR0647.and adjusted by the National Geodetic Survey in May 1991. AR0647 AR0647.The orthometric height was determined by differential leveling AR0647.and adjusted by the National Geodetic Survey in May 2005. AR0647.No vertical observational check was made to the station. AR0647 AR0647.Photographs are available for this station. AR0647 AR0647.The Laplace correction was computed from DEFLEC99 derived deflections. AR0647 AR0647.The geoid height was determined by GEOID03. AR0647 AR0647.The dynamic height is computed by dividing the NAVD 88 AR0647.geopotential number by the normal gravity value computed on the AR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0647.degrees latitude (g = 980.6199 gals.). AR0647 AR0647.The modeled gravity was interpolated from observed gravity values. AR0647 AR0647; North East Units Scale Factor Converg. AR0647;SPC FL W - 566,671.607 138,381.113 MT 0.99998801 -0 18 44.1 AR0647;SPC FL N - 50,960.378 780,918.270 MT 1.00002699 +0 56 13.7 AR0647;UTM 17 - 3,258,555.070 341,413.073 MT 0.99991033 -0 48 14.5 AR0647 AR0647! - Elev Factor x Scale Factor = Combined Factor AR0647!SPC FL W - 1.00000057 x 0.99998801 = 0.99998858 AR0647!SPC FL N - 1.00000057 x 1.00002699 = 1.00002756 AR0647!UTM 17 - 1.00000057 x 0.99991033 = 0.99991090 AR0647 AR0647: Primary Azimuth Mark Grid Az AR0647:SPC FL W - ARCHER 049 02 43.3 AR0647:SPC FL N - ARCHER 047 47 45.5 AR0647:UTM 17 - ARCHER 049 32 13.7 AR0647 AR0647|---------------------------------------------------------------------| AR0647| PID Reference Object Distance Geod. Az | AR0647| dddmmss.s | AR0647| AR0227 ARCHER APPROX.14.4 KM 0484359.2 | AR0647| AR1530 WILLISTON TANK APPROX.18.5 KM 1110756.2 | AR0647| AR0646 BRONSON RM 1 42.020 METERS 13922 | AR0647| CW3395 BRONSON RM 2 42.474 METERS 31332 | AR0647| AR0649 BRONSON AZ MK 3155838.8 | AR0647| AR1537 BRONSON MAGNETIC STATION 1935 49.433 METERS 34043 | AR0647|---------------------------------------------------------------------| AR0647 AR0647 SUPERSEDED SURVEY CONTROL AR0647 AR0647 NAD 83(1986)- 29 26 46.98008(N) 082 38 06.60269(W) AD( ) 2 AR0647 NAD 27 - 29 26 46.09400(N) 082 38 07.20100(W) AD( ) 2 AR0647 NAVD 88 (06/15/91) 24.026 (m) 78.83 (f) UNKNOWN 1 1 AR0647 NGVD 29 (??/??/92) 24.260 (m) 79.59 (f) ADJ UNCH 1 1 AR0647 AR0647.Superseded values are not recommended for survey control. AR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0647.See file dsdata.txt to determine how the superseded data were derived. AR0647 AR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4141358555(NAD 83) AR0647_MARKER: DS = TRIANGULATION STATION DISK AR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0647_STAMPING: BRONSON 1937 AR0647_MARK LOGO: CGS AR0647_PROJECTION: RECESSED 3 CENTIMETERS AR0647_MAGNETIC: N = NO MAGNETIC MATERIAL AR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0647+STABILITY: SURFACE MOTION AR0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0647+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 AR0647 AR0647 HISTORY - Date Condition Report By AR0647 HISTORY - 1937 MONUMENTED CGS AR0647 HISTORY - 1967 GOOD CGS AR0647 HISTORY - 1967 GOOD NGS AR0647 HISTORY - 1988 GOOD USPSQD AR0647 HISTORY - 19981217 MARK NOT FOUND USPSQD AR0647 HISTORY - 20021203 GOOD FLDT AR0647 HISTORY - 20030723 GOOD FLDEP AR0647 AR0647 STATION DESCRIPTION AR0647 AR0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (EBL) AR0647'STATION IS IN THE TOWN OF BRONSON, IN THE S CORNER OF THE AR0647'PUBLIC SCHOOL PLAYGROUND, 36 FEET NNW OF FENCE CORNER, 35 FEET AR0647'NW OF FENCE LINE, 13 FEET NE OF FENCE LINE AND ON OPPOSITE SIDE AR0647'OF ROAD FROM THE COUNTY JAIL. MARK PROJECTS 3 INCHES. AR0647' AR0647'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AR0647'STANDARD BRONZE DISKS SET IN CONCRETE. AR0647' AR0647'REFERENCE MARK NO.1 IS SE OF THE STATION, 27 FEET NE OF THE AR0647'CENTER LINE OF ROAD, 11 FEET NE OF FENCE LINE OF SW SIDE OF AR0647'PLAYGROUND AND PROJECTS 3 INCHES. AR0647' AR0647'REFERENCE MARK NO.2 IS NW OF THE STATION, 22 FEET SE OF FENCE AR0647'CORNER, 2 FEET NE OF FENCE LINE. MARK PROJECTS 3 INCHES. AR0647' AR0647'AZIMUTH MARK IS NW OF THE STATION, ABOUT 66 YARDS SE OF CENTER AR0647'LINE OF MACADAM ROAD, 72 FEET SE OF FENCE CORNER, 1 FOOT NE AR0647'OF FENCE LINE. MARK PROJECTS 8 INCHES. AR0647' AR0647'BRONSON MAGNETIC IS NNW OF THE STATION, NEAR W CORNER OF AR0647'PLAYGROUND, 76 FEET NE OF FENCE CORNER, 9 FEET SE OF FENCE LINE, AR0647'13 FEET NW OF A WIRE BACKSTOP, 50 FEET W OF THE W CORNER OF AR0647'BUILDING (NOW UNDER CONSTRUCTION). THE STATION IS MARKED BY A AR0647'MARBLE POST 6 BY 6 BY 30 INCHES WITH A STANDARD MAGNETIC AR0647'BRONZE DISK SET IN TOP AND FLUSH WITH THE TOP OF THE GROUND. AR0647' AR0647'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND AR0647'U.S. ROUTE 19 IN BRONSON, GO E ON ROUTE 19 FOR 0.4 MILE TO A AR0647'CROSS STREET, HERE TURN LEFT AND GO 0.2 MILE TO REAR OF AR0647'COURTHOUSE GROUNDS AND THE S CORNER OF PUBLIC SCHOOL AR0647'PLAYGROUND AND THE STATION. AR0647' AR0647'HEIGHT OF LIGHT ABOVE STATION MARK 34.7 METERS. AR0647 AR0647 STATION RECOVERY (1967) AR0647 AR0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG) AR0647'THE STATION AND REFERENCE MARK NO.1 WERE RECOVERED AND IN GOOD AR0647'CONDITION. REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT AR0647'RECOVERED. MAY POSSIBLY BE UNDER A BLACK TOPPED DRIVEWAY. AR0647' AR0647'A C AND GS MAGNETIC STATION MARK IS NEARBY AND COULD BE USED AR0647'AS A REFERENCE MARK. IT IS 161.8 FEET NORTH OF THE STATION MARK AR0647'DESCRIBED, 49.7 FEET WEST OF THE WEST CORNER OF A SCHOOL AR0647'BUILDING, 26 FEET SOUTHWEST OF A 20-INCH OAK TREE AND SET IN AR0647'THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND. AR0647 AR0647 STATION RECOVERY (1967) AR0647 AR0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 AR0647'AT BRONSON. AR0647'AT BRONSON, NEAR THE SOUTHWEST EDGE OF THE BRONSON HIGH SCHOOL AR0647'YARD, IN SECTION 17, R 17 E, T 12 S, 104 FEET SOUTH OF THE SOUTH AR0647'CORNER OF THE SOUTHWEST WING OF THE SCHOOL BUILDING, 76 FEET AR0647'NORTH OF AND ACROSS A BLACK TOPPED STREET FROM THE EAST CORNER OF AR0647'THE COUNTY JAIL, 32 FEET NORTHEAST OF THE CENTER LINE OF THE AR0647'STREET, 8 FEET NORTHEAST OF THE NORTHEAST FACE OF A CONCRETE AR0647'BLOCK FENCE, ABOUT LEVEL WITH THE GROUND, 2 FEET BELOW THE LEVEL AR0647'OF THE STREET AND SET IN THE TOP OF A CONCRETE POST. AR0647 AR0647 STATION RECOVERY (1988) AR0647 AR0647'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AR0647'RECOVERED IN GOOD CONDITION. AR0647 AR0647 STATION RECOVERY (1998) AR0647 AR0647'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0647'MARK NOT FOUND. AR0647 AR0647 STATION RECOVERY (2002) AR0647 AR0647'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2002 AR0647'RECOVERED IN GOOD CONDITION. AR0647 AR0647 STATION RECOVERY (2003) AR0647 AR0647'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0647'THE MARK IS IN BRONSON, BETWEEN THE LEVY COUNTY COURT HOUSE AND AR0647'BRONSON HIGH SCHOOL, IN SECTION 17, TOWNSHIP 12 SOUTH, RANGE 17 EAST. AR0647'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 AR0647'AND COUNTY ROAD 337 IN BRONSON, GO NORTHWEST ON ALTERNATE U.S. AR0647'HIGHWAY 27 FOR 0.25 MI TO THE INTERSECTION OF MAIN STREET, TURN RIGHT AR0647'ON MAIN STREET AND GO NORTHEAST FOR 0.25 MI TO THE JUNCTION OF AR0647'CAPITAL STREET ON THE RIGHT, TURN RIGHT ON CAPITAL STREET AND GO AR0647'SOUTHEAST FOR 0.2 MI TO THE JUNCTION OF EAGLE DRIVE ON THE LEFT, AR0647'CONTINUE SOUTHEAST ON CAPITAL STREET FOR 0.05 MI TO THE MARK ON THE AR0647'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE AR0647'LEVEL OF THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL OF CAPITAL AR0647'STREET. AR0647' AR0647'LOCATED 183.5 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF EAGLE AR0647'DRIVE, 138.1 FT NORTHWEST OF REFERENCES MARK BRONSON NO 1, 19.4 FT AR0647'NORTHEAST OF THE APPROXIMATE CENTERLINE OF CAPITAL STREET, 12.8 FT AR0647'EAST OF POWER POLE NUMBER 099774-095898 WITH 1 STREET LIGHT ATTACHED, AR0647'8.4 FT NORTHEAST OF A CONCRETE BLOCK KNEEWALL AND 2.0 FT SOUTHWEST OF AR0647'THE SOUTHWEST EDGE OF THE SCHOOL SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0649 *********************************************************************** AR0649 DESIGNATION - BRONSON AZ MK AR0649 PID - AR0649 AR0649 STATE/COUNTY- FL/LEVY AR0649 USGS QUAD - BRONSON (1988) AR0649 AR0649 *CURRENT SURVEY CONTROL AR0649 ___________________________________________________________________ AR0649* NAD 83(1986)- 29 26 52. (N) 082 38 12. (W) SCALED AR0649* NAVD 88 - 22.243 (meters) 72.98 (feet) ADJUSTED AR0649 ___________________________________________________________________ AR0649 GEOID HEIGHT- -27.61 (meters) GEOID03 AR0649 DYNAMIC HT - 22.213 (meters) 72.88 (feet) COMP AR0649 MODELED GRAV- 979,277.6 (mgal) NAVD 88 AR0649 AR0649 VERT ORDER - FIRST CLASS II AR0649 AR0649.The horizontal coordinates were scaled from a topographic map and have AR0649.an estimated accuracy of +/- 6 seconds. AR0649 AR0649.The orthometric height was determined by differential leveling AR0649.and adjusted by the National Geodetic Survey in May 2005. AR0649.No vertical observational check was made to the station. AR0649 AR0649.Photographs are available for this station. AR0649 AR0649.The geoid height was determined by GEOID03. AR0649 AR0649.The dynamic height is computed by dividing the NAVD 88 AR0649.geopotential number by the normal gravity value computed on the AR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0649.degrees latitude (g = 980.6199 gals.). AR0649 AR0649.The modeled gravity was interpolated from observed gravity values. AR0649 AR0649; North East Units Estimated Accuracy AR0649;SPC FL W - 566,830. 138,240. MT (+/- 180 meters Scaled) AR0649 AR0649 SUPERSEDED SURVEY CONTROL AR0649 AR0649 NAVD 88 (06/15/91) 22.269 (m) 73.06 (f) UNKNOWN 1 1 AR0649 NGVD 29 (??/??/92) 22.503 (m) 73.83 (f) ADJ UNCH 1 1 AR0649 AR0649.Superseded values are not recommended for survey control. AR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0649.See file dsdata.txt to determine how the superseded data were derived. AR0649 AR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN412587(NAD 83) AR0649_MARKER: DZ = AZIMUTH MARK DISK AR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0649_STAMPING: BRONSON AZIMUTH 1937 AR0649_MARK LOGO: CGS AR0649_PROJECTION: PROJECTING 5 CENTIMETERS AR0649_MAGNETIC: N = NO MAGNETIC MATERIAL AR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0649+STABILITY: SURFACE MOTION AR0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0649+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 AR0649 AR0649 HISTORY - Date Condition Report By AR0649 HISTORY - 1937 MONUMENTED CGS AR0649 HISTORY - 1967 GOOD NGS AR0649 HISTORY - 19981217 GOOD USPSQD AR0649 HISTORY - 20021205 GOOD FLDT AR0649 HISTORY - 20030723 GOOD FLDEP AR0649 AR0649 STATION DESCRIPTION AR0649 AR0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AR0649'AT BRONSON. AR0649'AT BRONSON, 0.1 MILE NORTHWEST ALONG A BLACK TOPPED STREET AR0649'FROM THE COUNTY COURTHOUSE, IN THE EAST CORNER OF A YARD FOR A ONE AR0649'STORY WHITE FRAME HOUSE, IN SECTION 17, R 17 E, T 12 S, 18 FEET AR0649'SOUTHWEST OF THE CENTER LINE OF THE STREET, 25 FEET EAST OF THE AR0649'EAST CORNER OF FRAME HOUSE, 6 1/2 FEET SOUTHEAST OF THE SOUTHEAST AR0649'ONE OF TWO 24 INCH OAK TREES, 1/2 FOOT ABOVE THE LEVEL OF THE AR0649'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AR0649'ABOVE THE LEVEL OF THE GROUND. AR0649 AR0649 STATION RECOVERY (1998) AR0649 AR0649'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0649'RECOVERED IN GOOD CONDITION. AR0649 AR0649 STATION RECOVERY (2002) AR0649 AR0649'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2002 AR0649'RECOVERED IN GOOD CONDITION. AR0649 AR0649 STATION RECOVERY (2003) AR0649 AR0649'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0649'THE MARK IS IN BRONSON, IN SECTION 17, TOWNSHIP 12 SOUTH, RANGE 17 AR0649'EAST. AR0649' AR0649'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 AR0649'AND COUNTY ROAD 337 IN BRONSON, GO NORTHWEST ON ALTERNATE U.S. AR0649'HIGHWAY 27 FOR 0.25 MI TO THE INTERSECTION OF MAIN STREET, TURN RIGHT AR0649'ON MAIN STREET AND GO NORTHEAST FOR 0.25 MI TO THE JUNCTION OF AR0649'CAPITAL STREET ON THE RIGHT, TURN RIGHT ON CAPITAL STREET AND GO AR0649'SOUTHEAST FOR 0.05 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A AR0649'CONCRETE MONUMENT PROJECTING 0.2 FT ABOVE THE LEVEL OF THE GROUND AND AR0649'LEVEL WITH CAPITAL STREET. AR0649' AR0649'LOCATED 117.8 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF MAIN AR0649'STREET, 26.4 FT NORTHWEST OF THE APPROXIMATE CENTER OF A GARAGE DOOR AR0649'AT 180 MAIN STREET RESIDENCE, 18.0 FT WEST-SOUTHWEST OF THE AR0649'APPROXIMATE CENTERLINE OF CAPITAL STREET AND 6.1 FT EAST-SOUTHEAST OF AR0649'A 32-INCH DIAMETER LIVE OAK TREE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0646 *********************************************************************** AR0646 DESIGNATION - BRONSON RM 1 AR0646 PID - AR0646 AR0646 STATE/COUNTY- FL/LEVY AR0646 USGS QUAD - BRONSON (1988) AR0646 AR0646 *CURRENT SURVEY CONTROL AR0646 ___________________________________________________________________ AR0646* NAD 83(1986)- 29 26 47. (N) 082 38 05. (W) SCALED AR0646* NAVD 88 - 23.206 (meters) 76.14 (feet) ADJUSTED AR0646 ___________________________________________________________________ AR0646 GEOID HEIGHT- -27.61 (meters) GEOID03 AR0646 DYNAMIC HT - 23.174 (meters) 76.03 (feet) COMP AR0646 MODELED GRAV- 979,277.4 (mgal) NAVD 88 AR0646 AR0646 VERT ORDER - FIRST CLASS II AR0646 AR0646.The horizontal coordinates were scaled from a topographic map and have AR0646.an estimated accuracy of +/- 6 seconds. AR0646 AR0646.The orthometric height was determined by differential leveling AR0646.and adjusted by the National Geodetic Survey in May 2005. AR0646.No vertical observational check was made to the station. AR0646 AR0646.Photographs are available for this station. AR0646 AR0646.The geoid height was determined by GEOID03. AR0646 AR0646.The dynamic height is computed by dividing the NAVD 88 AR0646.geopotential number by the normal gravity value computed on the AR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0646.degrees latitude (g = 980.6199 gals.). AR0646 AR0646.The modeled gravity was interpolated from observed gravity values. AR0646 AR0646; North East Units Estimated Accuracy AR0646;SPC FL W - 566,670. 138,420. MT (+/- 180 meters Scaled) AR0646 AR0646 SUPERSEDED SURVEY CONTROL AR0646 AR0646 NAVD 88 (06/15/91) 23.236 (m) 76.23 (f) UNKNOWN 1 1 AR0646 NGVD 29 (??/??/92) 23.470 (m) 77.00 (f) ADJ UNCH 1 1 AR0646 AR0646.Superseded values are not recommended for survey control. AR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0646.See file dsdata.txt to determine how the superseded data were derived. AR0646 AR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN414585(NAD 83) AR0646_MARKER: DR = REFERENCE MARK DISK AR0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0646_STAMPING: BRONSON NO 1 1937 AR0646_MARK LOGO: CGS AR0646_PROJECTION: FLUSH AR0646_MAGNETIC: N = NO MAGNETIC MATERIAL AR0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0646+STABILITY: SURFACE MOTION AR0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0646+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 AR0646 AR0646 HISTORY - Date Condition Report By AR0646 HISTORY - 1937 MONUMENTED CGS AR0646 HISTORY - 1967 GOOD NGS AR0646 HISTORY - 19981217 GOOD USPSQD AR0646 HISTORY - 20021203 GOOD FLDT AR0646 HISTORY - 20030723 GOOD FLDEP AR0646 AR0646 STATION DESCRIPTION AR0646 AR0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AR0646'AT BRONSON. AR0646'AT BRONSON, IN THE SOUTHWEST EDGE OF THE YARD OF THE BRONSON AR0646'HIGH SCHOOL, IN SECTION 17, R 17 E, T 12 S, 137.6 FEET SOUTHEAST AR0646'OF THE STATION MARK DESCRIBED, 132 FEET EAST OF AND ACROSS A AR0646'BLACK TOPPED STREET FROM THE EAST CORNER OF THE COURTHOUSE, AR0646'25.2 FEET WEST OF THE SOUTH CORNER OF A SMALL STUCCO BUILDING AR0646'PAINTED GREEN, 28 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, AR0646'5 FEET NORTHEAST OF THE NORTHEAST FACE OF A CONCRETE BLOCK AR0646'BUILDING, 1 FOOT BELOW THE LEVEL OF THE STREET AND SET IN THE AR0646'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. AR0646 AR0646 STATION RECOVERY (1998) AR0646 AR0646'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0646'RECOVERED IN GOOD CONDITION. AR0646 AR0646 STATION RECOVERY (2002) AR0646 AR0646'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2002 AR0646'RECOVERED IN GOOD CONDITION. AR0646 AR0646 STATION RECOVERY (2003) AR0646 AR0646'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0646'THE MARK IS IN BRONSON, BETWEEN THE LEVY COUNTY COURT HOUSE AND AR0646'BRONSON HIGH SCHOOL, IN SECTION 17, TOWNSHIP 12 SOUTH, RANGE 17 EAST. AR0646'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 AR0646'AND COUNTY ROAD 337 IN BRONSON, GO NORTHWEST ON ALTERNATE U.S. AR0646'HIGHWAY 27 FOR 0.25 MI TO THE INTERSECTION OF MAIN STREET, TURN RIGHT AR0646'ON MAIN STREET AND GO NORTHEAST FOR 0.25 MI TO THE JUNCTION OF AR0646'CAPITAL STREET ON THE RIGHT, TURN RIGHT ON CAPITAL STREET AND GO AR0646'SOUTHEAST FOR 0.2 MI TO THE JUNCTION OF EAGLE DRIVE ON THE LEFT, AR0646'CONTINUE SOUTHEAST ON CAPITAL STREET FOR 0.05 MI TO THE MARK ON THE AR0646'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND AR0646'ABOUT 0.5 FT BELOW THE LEVEL OF CAPITAL STREET. AR0646' AR0646'LOCATED 138.1 FT SOUTHEAST OF TRIANGULATION STATION BRONSON, 119.0 FT AR0646'NORTHWEST OF THE APPROXIMATE CENTERLINE OF GARNER STREET, 18.5 FT AR0646'NORTHEAST OF THE APPROXIMATE CENTERLINE OF CAPITAL STREET, 16.9 FT AR0646'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A DOORWAY TO ROOM 301 OF AR0646'A CLASSROOM BUILDING OF BRONSON HIGH SCHOOL AND 5.5 FT NORTHEAST OF A AR0646'CONCRETE BLOCK KNEEWALL. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 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 - 22.298 (meters) 73.16 (feet) ADJUSTED AR0738 ___________________________________________________________________ AR0738 GEOID HEIGHT- -27.70 (meters) GEOID03 AR0738 DYNAMIC HT - 22.268 (meters) 73.06 (feet) COMP AR0738 MODELED GRAV- 979,275.6 (mgal) NAVD 88 AR0738 AR0738 VERT ORDER - FIRST CLASS II 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 May 2005. AR0738 AR0738.Photographs are available for this station. AR0738 AR0738.The geoid height was determined by GEOID03. 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 NAVD 88 (06/15/91) 22.319 (m) 73.22 (f) UNKNOWN 1 1 AR0738 NGVD 29 (??/??/92) 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_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0738_STAMPING: C 22 1933 74.094 AR0738_MARK LOGO: CGS AR0738_PROJECTION: PROJECTING 13 CENTIMETERS AR0738_MAGNETIC: N = NO MAGNETIC MATERIAL 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 - August 26, 2003 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 HISTORY - 20030826 GOOD FLDEP 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. AR0738 AR0738 STATION RECOVERY (2003) AR0738 AR0738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0738'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8071 *********************************************************************** DG8071 DESIGNATION - C 585 DG8071 PID - DG8071 DG8071 STATE/COUNTY- FL/LEVY DG8071 USGS QUAD - BRONSON NE (1988) DG8071 DG8071 *CURRENT SURVEY CONTROL DG8071 ___________________________________________________________________ DG8071* NAD 83(1986)- 29 22 34. (N) 082 36 38. (W) SCALED DG8071* NAVD 88 - 24.690 (meters) 81.00 (feet) ADJUSTED DG8071 ___________________________________________________________________ DG8071 GEOID HEIGHT- -27.59 (meters) GEOID03 DG8071 DYNAMIC HT - 24.656 (meters) 80.89 (feet) COMP DG8071 MODELED GRAV- 979,270.1 (mgal) NAVD 88 DG8071 DG8071 VERT ORDER - FIRST CLASS II DG8071 DG8071.The horizontal coordinates were scaled from a topographic map and have DG8071.an estimated accuracy of +/- 6 seconds. DG8071 DG8071.The orthometric height was determined by differential leveling DG8071.and adjusted by the National Geodetic Survey in May 2005. DG8071.No vertical observational check was made to the station. DG8071 DG8071.Photographs are available for this station. DG8071 DG8071.The geoid height was determined by GEOID03. DG8071 DG8071.The dynamic height is computed by dividing the NAVD 88 DG8071.geopotential number by the normal gravity value computed on the DG8071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8071.degrees latitude (g = 980.6199 gals.). DG8071 DG8071.The modeled gravity was interpolated from observed gravity values. DG8071 DG8071; North East Units Estimated Accuracy DG8071;SPC FL W - 558,870. 140,730. MT (+/- 180 meters Scaled) DG8071 DG8071 SUPERSEDED SURVEY CONTROL DG8071 DG8071.No superseded survey control is available for this station. DG8071 DG8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN436507(NAD 83) DG8071_MARKER: DD = SURVEY DISK DG8071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8071_STAMPING: C 585 2003 DG8071_MARK LOGO: FLDEP DG8071_PROJECTION: RECESSED 5 CENTIMETERS DG8071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8071+STABILITY: SURFACE MOTION DG8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8071+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8071 DG8071 HISTORY - Date Condition Report By DG8071 HISTORY - 20030722 MONUMENTED FLDEP DG8071 DG8071 STATION DESCRIPTION DG8071 DG8071'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8071'THE MARK IS ABOUT 5.2 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 9, DG8071'TOWNSHIP 13 SOUTH, RANGE 17 EAST. DG8071' DG8071'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8071'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337 DG8071'FOR 5.1 MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT AND THE DG8071'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG8071'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5 FT ABOVE DG8071'THE LEVEL OF COUNTY ROAD 337. DG8071' DG8071'LOCATED 121.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD DG8071'103, 50.7 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337 DG8071'AND 2.8 FT WEST OF A CARSONITE WITNESS POST. DG8071' DG8071'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9878 *********************************************************************** DG9878 DESIGNATION - C 586 DG9878 PID - DG9878 DG9878 STATE/COUNTY- FL/LEVY DG9878 USGS QUAD - MORRISTON (1993) DG9878 DG9878 *CURRENT SURVEY CONTROL DG9878 ___________________________________________________________________ DG9878* NAD 83(1986)- 29 22 29. (N) 082 29 21. (W) SCALED DG9878* NAVD 88 - 19.662 (meters) 64.51 (feet) ADJUSTED DG9878 ___________________________________________________________________ DG9878 GEOID HEIGHT- -27.66 (meters) GEOID03 DG9878 DYNAMIC HT - 19.635 (meters) 64.42 (feet) COMP DG9878 MODELED GRAV- 979,268.9 (mgal) NAVD 88 DG9878 DG9878 VERT ORDER - SECOND CLASS I DG9878 DG9878.The horizontal coordinates were scaled from a topographic map and have DG9878.an estimated accuracy of +/- 6 seconds. DG9878 DG9878.The orthometric height was determined by differential leveling DG9878.and adjusted by the National Geodetic Survey in May 2005. DG9878.No vertical observational check was made to the station. DG9878 DG9878.Photographs are available for this station. DG9878 DG9878.The geoid height was determined by GEOID03. DG9878 DG9878.The dynamic height is computed by dividing the NAVD 88 DG9878.geopotential number by the normal gravity value computed on the DG9878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9878.degrees latitude (g = 980.6199 gals.). DG9878 DG9878.The modeled gravity was interpolated from observed gravity values. DG9878 DG9878; North East Units Estimated Accuracy DG9878;SPC FL W - 558,660. 152,510. MT (+/- 180 meters Scaled) DG9878 DG9878 SUPERSEDED SURVEY CONTROL DG9878 DG9878.No superseded survey control is available for this station. DG9878 DG9878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN554504(NAD 83) DG9878_MARKER: DD = SURVEY DISK DG9878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9878_STAMPING: C 586 2003 DG9878_MARK LOGO: FLDEP DG9878_PROJECTION: FLUSH DG9878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9878+STABILITY: SURFACE MOTION DG9878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9878+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG9878 DG9878 HISTORY - Date Condition Report By DG9878 HISTORY - 20030725 MONUMENTED FLDEP DG9878 DG9878 STATION DESCRIPTION DG9878 DG9878'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9878'THE MARK IS ABOUT 2.8 MI SOUTHWEST OF WILLISTON, IN SECTION 3, DG9878'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9878' DG9878'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9878'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9878'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9878'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9878'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 2.0 MI TO THE DG9878'INTERSECTION OF NORTHEAST 170TH AVENUE AND THE MARK ON THE RIGHT, SET DG9878'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND DG9878'ABOUT 1.0 FT BELOW THE LEVEL OF NORTHEAST 170TH AVENUE. DG9878' DG9878'LOCATED 67.1 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, DG9878'22.7 FT NORTH OF POWER POLE NUMBER 47-80, 17.4 FT WEST OF THE DG9878'APPROXIMATE CENTERLINE OF NORTHEAST 170TH AVENUE AND 0.9 FT EAST OF A DG9878'CARSONITE WITNESS POST. DG9878' DG9878'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8094 *********************************************************************** DG8094 DESIGNATION - C 588 DG8094 PID - DG8094 DG8094 STATE/COUNTY- FL/LEVY DG8094 USGS QUAD - YANKEETOWN (1993) DG8094 DG8094 *CURRENT SURVEY CONTROL DG8094 ___________________________________________________________________ DG8094* NAD 83(1986)- 29 02 52. (N) 082 39 46. (W) SCALED DG8094* NAVD 88 - 4.466 (meters) 14.65 (feet) ADJUSTED DG8094 ___________________________________________________________________ DG8094 GEOID HEIGHT- -27.38 (meters) GEOID03 DG8094 DYNAMIC HT - 4.459 (meters) 14.63 (feet) COMP DG8094 MODELED GRAV- 979,241.5 (mgal) NAVD 88 DG8094 DG8094 VERT ORDER - FIRST CLASS II DG8094 DG8094.The horizontal coordinates were scaled from a topographic map and have DG8094.an estimated accuracy of +/- 6 seconds. DG8094 DG8094.The orthometric height was determined by differential leveling DG8094.and adjusted by the National Geodetic Survey in May 2005. DG8094.No vertical observational check was made to the station. DG8094 DG8094.The geoid height was determined by GEOID03. DG8094 DG8094.The dynamic height is computed by dividing the NAVD 88 DG8094.geopotential number by the normal gravity value computed on the DG8094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8094.degrees latitude (g = 980.6199 gals.). DG8094 DG8094.The modeled gravity was interpolated from observed gravity values. DG8094 DG8094; North East Units Estimated Accuracy DG8094;SPC FL W - 522,510. 135,450. MT (+/- 180 meters Scaled) DG8094 DG8094 SUPERSEDED SURVEY CONTROL DG8094 DG8094.No superseded survey control is available for this station. DG8094 DG8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN381144(NAD 83) DG8094_MARKER: F = FLANGE-ENCASED ROD DG8094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8094_STAMPING: C 588 2003 DG8094_MARK LOGO: NGS DG8094_PROJECTION: FLUSH DG8094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8094+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 DG8094_ROD/PIPE-DEPTH: 3.1 meters DG8094 DG8094 HISTORY - Date Condition Report By DG8094 HISTORY - 20031002 MONUMENTED FLDEP DG8094 DG8094 STATION DESCRIPTION DG8094 DG8094'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8094'THE MARK IS ABOUT 1.2 MI NORTH OF INGLIS, IN SECTION 35, TOWNSHIP 16 DG8094'SOUTH, RANGE 16 EAST. DG8094' DG8094'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8094'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 1.3 MI DG8094'TO THE JUNCTION OF COUNTY ROAD 40A ON THE LEFT AND THE MARK ON THE DG8094'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.3 FT DG8094'WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 3.0 FT BELOW THE DG8094'LEVEL OF COUNTY ROAD 40A, THE DATUM POINT IS RECESSED 0.5 FT BELOW DG8094'THE LEVEL OF THE NGS LOGO CAP. DG8094' DG8094'LOCATED 113.8 FT NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8094'19, 98 SOUTHBOUND, 52.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF DG8094'COUNTY ROAD 40A, 12.3 FT WEST-NORTHWEST OF A WOODEN POWER POLE AND DG8094'1.1 FT NORTHEAST OF A CARSONITE WITNESS POST. DG8094' DG8094'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8094' DG8094'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8046 *********************************************************************** DG8046 DESIGNATION - C 589 DG8046 PID - DG8046 DG8046 STATE/COUNTY- FL/LEVY DG8046 USGS QUAD - WILLISTON (1976) DG8046 DG8046 *CURRENT SURVEY CONTROL DG8046 ___________________________________________________________________ DG8046* NAD 83(1986)- 29 26 28. (N) 082 27 58. (W) SCALED DG8046* NAVD 88 - 22.332 (meters) 73.27 (feet) ADJUSTED DG8046 ___________________________________________________________________ DG8046 GEOID HEIGHT- -27.70 (meters) GEOID03 DG8046 DYNAMIC HT - 22.302 (meters) 73.17 (feet) COMP DG8046 MODELED GRAV- 979,275.5 (mgal) NAVD 88 DG8046 DG8046 VERT ORDER - FIRST CLASS II DG8046 DG8046.The horizontal coordinates were scaled from a topographic map and have DG8046.an estimated accuracy of +/- 6 seconds. DG8046 DG8046.The orthometric height was determined by differential leveling DG8046.and adjusted by the National Geodetic Survey in May 2005. DG8046 DG8046.Photographs are available for this station. DG8046 DG8046.The geoid height was determined by GEOID03. DG8046 DG8046.The dynamic height is computed by dividing the NAVD 88 DG8046.geopotential number by the normal gravity value computed on the DG8046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8046.degrees latitude (g = 980.6199 gals.). DG8046 DG8046.The modeled gravity was interpolated from observed gravity values. DG8046 DG8046; North East Units Estimated Accuracy DG8046;SPC FL W - 566,010. 154,780. MT (+/- 180 meters Scaled) DG8046 DG8046 SUPERSEDED SURVEY CONTROL DG8046 DG8046.No superseded survey control is available for this station. DG8046 DG8046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN578577(NAD 83) DG8046_MARKER: F = FLANGE-ENCASED ROD DG8046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8046_STAMPING: C 589 2003 DG8046_MARK LOGO: NGS DG8046_PROJECTION: FLUSH DG8046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8046+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003 DG8046_ROD/PIPE-DEPTH: 4.6 meters DG8046 DG8046 HISTORY - Date Condition Report By DG8046 HISTORY - 20030916 MONUMENTED FLDEP DG8046 DG8046 STATION DESCRIPTION DG8046 DG8046'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8046'THE MARK IS ABOUT 4.0 MI NORTH-NORTHEAST OF WILLISTON, IN SECTION 24, DG8046'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8046' DG8046'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAYS 41, 27, STATE DG8046'ROAD 121 AND U.S. HIGHWAY 27 ALTERNATE IN WILLISTON, GO NORTH ON U.S. DG8046'HIGHWAYS 41, 27 FOR 4.0 MI TO THE INTERSECTION OF COUNTY ROAD 335 AND DG8046'THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DG8046'DEPTH OF 15.1 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL DG8046'WITH U.S. HIGHWAY 41, U.S. HIGHWAY 27, THE DATUM POINT IS RECESSED 0.2 DG8046'FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8046' DG8046'LOCATED 119.7 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD DG8046'335, 49.8 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. DG8046'HIGHWAYS 41, 27, 0.9 FT EAST-NORTHEAST OF A HOG WIRE FENCE AND 0.8 FT DG8046'EAST-NORTHEAST OF A CARSONITE WITNESS POST. DG8046' DG8046'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8046' DG8046'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1468 *********************************************************************** AR1468 DESIGNATION - CFBC 863 AR1468 PID - AR1468 AR1468 STATE/COUNTY- FL/LEVY AR1468 USGS QUAD - YANKEETOWN SE (1991) AR1468 AR1468 *CURRENT SURVEY CONTROL AR1468 ___________________________________________________________________ AR1468* NAD 83(1986)- 29 01 27. (N) 082 37 13. (W) SCALED AR1468* NAVD 88 - 10.045 (meters) 32.96 (feet) ADJUSTED AR1468 ___________________________________________________________________ AR1468 GEOID HEIGHT- -27.39 (meters) GEOID03 AR1468 DYNAMIC HT - 10.031 (meters) 32.91 (feet) COMP AR1468 MODELED GRAV- 979,237.5 (mgal) NAVD 88 AR1468 AR1468 VERT ORDER - FIRST CLASS II AR1468 AR1468.The horizontal coordinates were scaled from a topographic map and have AR1468.an estimated accuracy of +/- 6 seconds. AR1468 AR1468.The orthometric height was determined by differential leveling AR1468.and adjusted by the National Geodetic Survey in May 2005. AR1468.No vertical observational check was made to the station. AR1468 AR1468.The geoid height was determined by GEOID03. AR1468 AR1468.The dynamic height is computed by dividing the NAVD 88 AR1468.geopotential number by the normal gravity value computed on the AR1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1468.degrees latitude (g = 980.6199 gals.). AR1468 AR1468.The modeled gravity was interpolated from observed gravity values. AR1468 AR1468; North East Units Estimated Accuracy AR1468;SPC FL W - 519,870. 139,580. MT (+/- 180 meters Scaled) AR1468 AR1468 SUPERSEDED SURVEY CONTROL AR1468 AR1468 NAVD 88 (??/??/92) 9.999 (m) 32.81 (f) UNKNOWN 3 0 AR1468 AR1468.Superseded values are not recommended for survey control. AR1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1468.See file dsdata.txt to determine how the superseded data were derived. AR1468 AR1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN422117(NAD 83) AR1468_MARKER: DD = SURVEY DISK AR1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1468_SP_SET: CONCRETE POST AR1468_STAMPING: CFBC 863 1976 AR1468_MARK LOGO: USE AR1468_PROJECTION: FLUSH AR1468_MAGNETIC: N = NO MAGNETIC MATERIAL AR1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1468+STABILITY: SURFACE MOTION AR1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1468+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1468 AR1468 HISTORY - Date Condition Report By AR1468 HISTORY - 1976 MONUMENTED USE AR1468 HISTORY - 1977 GOOD FLDNR AR1468 HISTORY - 1989 GOOD USPSQD AR1468 HISTORY - 19990401 GOOD USPSQD AR1468 HISTORY - 20031019 GOOD FLDEP AR1468 AR1468 STATION DESCRIPTION AR1468 AR1468'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1468'2.95 MI SE FROM INGLIS. AR1468'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40, AR1468'AT INGLIS. PROCEED 2.65 MILES EAST ALONG STATE ROAD 40, TO THE AR1468'ENTRANCE TO INGLIS LOCK, THENCE 0.35 MILES SOUTHERLY ALONG INGLIS AR1468'LOCK ROAD TO THE MARK, WHICH BEARS 49 FEET SOUTH OF THE EDGE OF A AR1468'CURB TO THE PARKING LOT, 100 FEET SOUTHEAST OF THE SOUTHERN AR1468'MOST ALUMINUM LIGHT POLE IN THE PARKING LOT, 51 FEET SOUTHEAST AR1468'OF A MANHOLE IN THE SOUTHWEST CORNER OF A PARKING LOT. AR1468 AR1468 STATION RECOVERY (1989) AR1468 AR1468'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT) AR1468'RECOVERED IN GOOD CONDITION. AR1468 AR1468 STATION RECOVERY (1999) AR1468 AR1468'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1468'RECOVERED IN GOOD CONDITION. AR1468 AR1468 STATION RECOVERY (2003) AR1468 AR1468'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1468'RECOVERED IN GOOD CONDITION. AR1468' AR1468'NOTE INCORRECT LATITUDE AND LONGITUDE ON ORIGINAL DATA SHEET. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1469 *********************************************************************** AR1469 DESIGNATION - CFBC 865 AR1469 PID - AR1469 AR1469 STATE/COUNTY- FL/LEVY AR1469 USGS QUAD - YANKEETOWN SE (1991) AR1469 AR1469 *CURRENT SURVEY CONTROL AR1469 ___________________________________________________________________ AR1469* NAD 83(1986)- 29 01 26. (N) 082 37 09. (W) SCALED AR1469* NAVD 88 - 8.841 (meters) 29.01 (feet) ADJUSTED AR1469 ___________________________________________________________________ AR1469 GEOID HEIGHT- -27.39 (meters) GEOID03 AR1469 DYNAMIC HT - 8.828 (meters) 28.96 (feet) COMP AR1469 MODELED GRAV- 979,237.4 (mgal) NAVD 88 AR1469 AR1469 VERT ORDER - FIRST CLASS II AR1469 AR1469.The horizontal coordinates were scaled from a topographic map and have AR1469.an estimated accuracy of +/- 6 seconds. AR1469 AR1469.The orthometric height was determined by differential leveling AR1469.and adjusted by the National Geodetic Survey in May 2005. AR1469.No vertical observational check was made to the station. AR1469 AR1469.The geoid height was determined by GEOID03. AR1469 AR1469.The dynamic height is computed by dividing the NAVD 88 AR1469.geopotential number by the normal gravity value computed on the AR1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1469.degrees latitude (g = 980.6199 gals.). AR1469 AR1469.The modeled gravity was interpolated from observed gravity values. AR1469 AR1469; North East Units Estimated Accuracy AR1469;SPC FL W - 519,840. 139,690. MT (+/- 180 meters Scaled) AR1469 AR1469 SUPERSEDED SURVEY CONTROL AR1469 AR1469 NAVD 88 (??/??/92) 8.798 (m) 28.86 (f) UNKNOWN 3 0 AR1469 AR1469.Superseded values are not recommended for survey control. AR1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1469.See file dsdata.txt to determine how the superseded data were derived. AR1469 AR1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN423117(NAD 83) AR1469_MARKER: DD = SURVEY DISK AR1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR1469_SP_SET: CONCRETE POST AR1469_STAMPING: CFBC 865 1976 AR1469_MARK LOGO: USE AR1469_PROJECTION: FLUSH AR1469_MAGNETIC: N = NO MAGNETIC MATERIAL AR1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1469+STABILITY: SURFACE MOTION AR1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1469+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1469 AR1469 HISTORY - Date Condition Report By AR1469 HISTORY - 1976 MONUMENTED USE AR1469 HISTORY - 1977 GOOD FLDNR AR1469 HISTORY - 1989 GOOD USPSQD AR1469 HISTORY - 19990401 GOOD USPSQD AR1469 HISTORY - 20031019 GOOD FLDEP AR1469 AR1469 STATION DESCRIPTION AR1469 AR1469'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1469'2.95 MI SE FROM INGLIS. AR1469'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD AR1469'40 AT INGLIS. PROCEED 2.65 MILES EAST ALONG STATE ROAD 40 TO THE AR1469'ENTRANCE TO INGLIS LOCK, THENCE 0.35 MILES SOUTHERLY ALONG INGLIS AR1469'LOCK ROAD TO THE MARK, WHICH BEARS 111 FEET WEST-NORTHWEST OF A AR1469'WOODEN POLE WITH A BIRD HOUSE, 15 FEET NORTH OF A CHAIN LINK FENCE, AR1469'25 FEET EAST OF A BARBWIRE FENCE, 29 FEET NORTHEAST OF THE CORNER AR1469'OF A CHAIN LINK FENCE. AR1469 AR1469 STATION RECOVERY (1989) AR1469 AR1469'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT) AR1469'RECOVERED IN GOOD CONDITION. AR1469 AR1469 STATION RECOVERY (1999) AR1469 AR1469'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1469'RECOVERED IN GOOD CONDITION. AR1469 AR1469 STATION RECOVERY (2003) AR1469 AR1469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1469'RECOVERED IN GOOD CONDITION. AR1469' AR1469'NOTE INCORRECT LATITUDE AND LONGITUDE ON ORIGINAL DATA SHEET AND THE AR1469'BIRD HOUSE NO LONGER PRESENT. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1462 *********************************************************************** AR1462 DESIGNATION - CR 3 AR1462 PID - AR1462 AR1462 STATE/COUNTY- FL/LEVY AR1462 USGS QUAD - YANKEETOWN SE (1991) AR1462 AR1462 *CURRENT SURVEY CONTROL AR1462 ___________________________________________________________________ AR1462* NAD 83(1999)- 29 03 14.90188(N) 082 32 13.95448(W) ADJUSTED AR1462* NAVD 88 - 9.375 (meters) 30.76 (feet) ADJUSTED AR1462 ___________________________________________________________________ AR1462 X - 724,731.588 (meters) COMP AR1462 Y - -5,532,645.641 (meters) COMP AR1462 Z - 3,079,139.270 (meters) COMP AR1462 LAPLACE CORR- -1.26 (seconds) DEFLEC99 AR1462 ELLIP HEIGHT- -18.13 (meters) (09/30/02) GPS OBS AR1462 GEOID HEIGHT- -27.50 (meters) GEOID03 AR1462 DYNAMIC HT - 9.362 (meters) 30.72 (feet) COMP AR1462 MODELED GRAV- 979,235.3 (mgal) NAVD 88 AR1462 AR1462 HORZ ORDER - SECOND AR1462 VERT ORDER - FIRST CLASS II AR1462 ELLP ORDER - FOURTH CLASS II AR1462 AR1462.The horizontal coordinates were established by GPS observations AR1462.and adjusted by the National Geodetic Survey in September 2002. AR1462 AR1462.The orthometric height was determined by differential leveling AR1462.and adjusted by the National Geodetic Survey in May 2005. AR1462.No vertical observational check was made to the station. AR1462 AR1462.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1462 AR1462.The Laplace correction was computed from DEFLEC99 derived deflections. AR1462 AR1462.The ellipsoidal height was determined by GPS observations AR1462.and is referenced to NAD 83. AR1462 AR1462.The geoid height was determined by GEOID03. AR1462 AR1462.The dynamic height is computed by dividing the NAVD 88 AR1462.geopotential number by the normal gravity value computed on the AR1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1462.degrees latitude (g = 980.6199 gals.). AR1462 AR1462.The modeled gravity was interpolated from observed gravity values. AR1462 AR1462; North East Units Scale Factor Converg. AR1462;SPC FL W - 523,149.404 147,684.854 MT 0.99997494 -0 15 39.2 AR1462;UTM 17 - 3,214,958.926 350,344.421 MT 0.99987638 -0 44 48.0 AR1462 AR1462! - Elev Factor x Scale Factor = Combined Factor AR1462!SPC FL W - 1.00000285 x 0.99997494 = 0.99997779 AR1462!UTM 17 - 1.00000285 x 0.99987638 = 0.99987923 AR1462 AR1462 SUPERSEDED SURVEY CONTROL AR1462 AR1462 NAD 83(1990)- 29 03 14.90094(N) 082 32 13.95353(W) AD( ) 2 AR1462 ELLIP H (03/04/92) -18.19 (m) GP( ) 4 2 AR1462 NAVD 88 (??/??/92) 9.347 (m) 30.67 (f) UNKNOWN 3 0 AR1462 AR1462.Superseded values are not recommended for survey control. AR1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1462.See file dsdata.txt to determine how the superseded data were derived. AR1462 AR1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5034414959(NAD 83) AR1462_MARKER: DD = SURVEY DISK AR1462_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AR1462_SP_SET: CULVERT HEADWALL AR1462_STAMPING: CR 3 1977 CLB AR1462_MARK LOGO: FLDNR AR1462_MAGNETIC: N = NO MAGNETIC MATERIAL AR1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR1462+STABILITY: SURFACE MOTION AR1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR1462+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1462 AR1462 HISTORY - Date Condition Report By AR1462 HISTORY - 1977 MONUMENTED FLDNR AR1462 HISTORY - 1990 GOOD USPSQD AR1462 HISTORY - 19900213 GOOD MCGRIF AR1462 HISTORY - 19990401 GOOD USPSQD AR1462 HISTORY - 20031019 GOOD FLDEP AR1462 AR1462 STATION DESCRIPTION AR1462 AR1462'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1462'4.95 MI NW FROM DUNNELLON. AR1462'BEGIN AT THE INTERSECTION OF US HIGHWAY 41 AND STATE ROAD 40 AR1462'(PENNSYLVANIA AVENUE)IN DUNNELLON. PROCEED WEST ALONG STATE ROAD AR1462'40 0.25 MILES TO CEDAR STREET, THENCE NORTH ALONG CEDAR STREET, AR1462'0.35 MILES TO A Y INTERSECTION WHERE STATE ROAD 40 AND CEDAR AR1462'STREET SPLIT. PROCEED NORTHWESTERLY ALONG STATE ROAD 40, 4.95 AR1462'MILES TO THE MARK, WHICH BEARS 16.7 FEET SOUTH OF CENTER LINE OF AR1462'STATE ROAD 40, 1 FOOT EAST OF WEST END OF A CULVERT HEADWALL, AR1462'100.4 FEET WEST NORTHWEST OF A POWER POLE, 250 FEET WEST OF AR1462'MARION AND LEVY COUNTY LINE. AR1462 AR1462 STATION RECOVERY (1990) AR1462 AR1462'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1462'RECOVERED IN GOOD CONDITION. AR1462 AR1462 STATION RECOVERY (1990) AR1462 AR1462'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990 AR1462'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF MARION COUNTY ROAD 40 AR1462'NEAR THE MARION-LEVY COUNTY LINE. NEAR THE SOUTHWEST CORNER OF AR1462'T16S-R18E. IN MARION COUNTY. AR1462'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF MARION AR1462'COUNTY ROAD 40 AND U.S. HIGHWAY 41 IN DUNNELLON. PROCEED WESTERLY AR1462'ALONG MARION COUNTY ROAD FOR A DISTANCE OF 0.25 MI (0.40 KM) TO A AR1462'NORTHERLY JOG ON MARION COUNTY ROAD 40 (CALLED CEDAR STREET). TURN AR1462'RIGHT AND CONTINUE ALONG MARION COUNTY ROAD 40 FOR A DISTANCE OF 5.25 AR1462'MI (8.45 KM) TO THE STATION ON THE LEFT. THE STATION LIES 6 FT AR1462'(1.8 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT AND 57 FT (17.4 M) EAST AR1462'OF AN -ENTERING MARION COUNTY- SIGN. THE STATION IS A FLDNR BRASS AR1462'DISK STAMPED--CR 3-- AGENCY --CLB-- SET IN A DRILL HOLE ON THE EAST EN AR1462'OF THE SOUTH HEADWALL FOR A SMALL STREAM UNDER MARION COUNTY ROAD 40. AR1462'REFERENCES-- AR1462'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF MARION COUNTY AR1462'ROAD 40, NORTH 65 DEGREES WEST AT 37.02 FT (11.28 M) . AR1462'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF MARION COUNTY AR1462'ROAD 40, NORTH 06 DEGREES WEST AT 16.55 FT (5.04 M) . AR1462'KEITH AND SCHNARS NAIL AND CAP, SET IN THE CENTERLINE OF MARION COUNTY AR1462'ROAD 40, NORTH 58 DEGREES EAST AT 31.58 FT (9.63 M) . AR1462'SET CARSONITE WITNESS POST SOUTH 66 DEGREES WEST AT 2.0 FT (0.6 M) . AR1462 AR1462 STATION RECOVERY (1999) AR1462 AR1462'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1462'RECOVERED IN GOOD CONDITION. AR1462 AR1462 STATION RECOVERY (2003) AR1462 AR1462'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1462'THE MARK IS ABOUT 4.65 MI WEST OF DUNNELLON, IN SECTION 25, TOWNSHIP AR1462'16 SOUTH, RANGE 17 EAST. AR1462' AR1462'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROAD AR1462'40, 336 IN DUNNELLON, GO WEST ON COUNTY ROAD 40, 336 FOR 4.15 MI TO AR1462'THE JUNCTION OF COUNTY ROAD 336 ON THE RIGHT, CONTINUE WEST ON COUNTY AR1462'ROAD 40 FOR 1.1 MI TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF AR1462'THE WEST END OF A CONCRETE CULVERT HEADWALL ABOUT 0.5 FT BELOW THE AR1462'LEVEL OF COUNTY ROAD 40. AR1462' AR1462'LOCATED 122.0 FT WEST-SOUTHWEST OF A WELCOME TO LEVY COUNTY METAL ROAD AR1462'SIGN, 16.6 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 40 AR1462'AND 1.5 FT EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1464 *********************************************************************** AR1464 DESIGNATION - CR 4 AR1464 PID - AR1464 AR1464 STATE/COUNTY- FL/LEVY AR1464 USGS QUAD - YANKEETOWN SE (1991) AR1464 AR1464 *CURRENT SURVEY CONTROL AR1464 ___________________________________________________________________ AR1464* NAD 83(1986)- 29 02 55. (N) 082 34 06. (W) SCALED AR1464* NAVD 88 - 16.789 (meters) 55.08 (feet) ADJUSTED AR1464 ___________________________________________________________________ AR1464 GEOID HEIGHT- -27.46 (meters) GEOID03 AR1464 DYNAMIC HT - 16.766 (meters) 55.01 (feet) COMP AR1464 MODELED GRAV- 979,236.8 (mgal) NAVD 88 AR1464 AR1464 VERT ORDER - FIRST CLASS II AR1464 AR1464.The horizontal coordinates were scaled from a topographic map and have AR1464.an estimated accuracy of +/- 6 seconds. AR1464 AR1464.The orthometric height was determined by differential leveling AR1464.and adjusted by the National Geodetic Survey in May 2005. AR1464.No vertical observational check was made to the station. AR1464 AR1464.The geoid height was determined by GEOID03. AR1464 AR1464.The dynamic height is computed by dividing the NAVD 88 AR1464.geopotential number by the normal gravity value computed on the AR1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1464.degrees latitude (g = 980.6199 gals.). AR1464 AR1464.The modeled gravity was interpolated from observed gravity values. AR1464 AR1464; North East Units Estimated Accuracy AR1464;SPC FL W - 522,550. 144,650. MT (+/- 180 meters Scaled) AR1464 AR1464 SUPERSEDED SURVEY CONTROL AR1464 AR1464 NAVD 88 (??/??/92) 16.750 (m) 54.95 (f) UNKNOWN 3 0 AR1464 AR1464.Superseded values are not recommended for survey control. AR1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1464.See file dsdata.txt to determine how the superseded data were derived. AR1464 AR1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN473143(NAD 83) AR1464_MARKER: DD = SURVEY DISK AR1464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AR1464_SP_SET: COPPER CLAD STEEL ROD AR1464_STAMPING: CR 4 1977 CLB AR1464_MARK LOGO: FLDNR AR1464_PROJECTION: PROJECTING 5 CENTIMETERS AR1464_MAGNETIC: N = NO MAGNETIC MATERIAL AR1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR1464+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1464 AR1464 HISTORY - Date Condition Report By AR1464 HISTORY - 1977 MONUMENTED FLDNR AR1464 HISTORY - 1990 GOOD USPSQD AR1464 HISTORY - 19990401 GOOD USPSQD AR1464 HISTORY - 20031019 GOOD FLDEP AR1464 AR1464 STATION DESCRIPTION AR1464 AR1464'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1464'6.95 MI NW FROM DUNNELLON. AR1464'BEGIN AT THE INTERSECTION OF US HIGHWAY 41 AND STATE ROAD 40 AR1464'(PENNSYLVANIA AVENUE) IN DUNNELLON. PROCEED WEST ALONG STATE ROAD AR1464'40 0.25 MILES TO CEDAR STREET, THENCE NORTH ALONG CEDAR STREET, AR1464'0.35 MILES TO A Y INTERSECTION WHERE STATE ROAD 40 AND CEDAR STREET AR1464'SPLIT. PROCEED NORTHWESTERLY ALONG STATE ROAD 40 6.95 MILES AR1464'TO THE MARK, WHICH BEARS 38 FEET SOUTHEAST OF THE CENTER LINE OF AR1464'STATE ROAD 40, 21 FEET EAST OF A POWER POLE, 2 FEET NORTH OF A AR1464'FENCE. AR1464 AR1464 STATION RECOVERY (1990) AR1464 AR1464'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1464'RECOVERED IN GOOD CONDITION. AR1464 AR1464 STATION RECOVERY (1999) AR1464 AR1464'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1464'RECOVERED IN GOOD CONDITION. AR1464 AR1464 STATION RECOVERY (2003) AR1464 AR1464'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1464'THE MARK IS ABOUT 6.6 MI WEST OF DUNNELLON, IN SECTION 35, TOWNSHIP 16 AR1464'SOUTH, RANGE 17 EAST. AR1464' AR1464'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROAD AR1464'40, 336 IN DUNNELLON, GO WEST ON COUNTY ROAD 40, 336 FOR 4.15 MI TO AR1464'THE JUNCTION OF COUNTY ROAD 336 ON THE RIGHT, CONTINUE WEST ON COUNTY AR1464'ROAD 40 FOR 3.1 MI TO THE MARK ON THE LEFT, A SURVEY DISK ATTACHED TO AR1464'A COPPER CLAD STEEL ROD RECESSED 0.4 FT BELOW THE TOP OF A 4-INCH PVC AR1464'PIPE THAT PROJECTS 0.2 FT ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH AR1464'COUNTY ROAD 40. AR1464' AR1464'LOCATED 37.8 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD AR1464'40, 21.1 FT EAST OF A WOODEN POWER POLE, 2.0 FT NORTH OF A BARB WIRE AR1464'FENCE AND 1.8 FT NORTHWEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1465 *********************************************************************** AR1465 DESIGNATION - CR 5 AR1465 PID - AR1465 AR1465 STATE/COUNTY- FL/LEVY AR1465 USGS QUAD - YANKEETOWN SE (1991) AR1465 AR1465 *CURRENT SURVEY CONTROL AR1465 ___________________________________________________________________ AR1465* NAD 83(1986)- 29 02 09. (N) 082 35 52. (W) SCALED AR1465* NAVD 88 - 9.507 (meters) 31.19 (feet) ADJUSTED AR1465 ___________________________________________________________________ AR1465 GEOID HEIGHT- -27.42 (meters) GEOID03 AR1465 DYNAMIC HT - 9.494 (meters) 31.15 (feet) COMP AR1465 MODELED GRAV- 979,237.4 (mgal) NAVD 88 AR1465 AR1465 VERT ORDER - FIRST CLASS II AR1465 AR1465.The horizontal coordinates were scaled from a topographic map and have AR1465.an estimated accuracy of +/- 6 seconds. AR1465 AR1465.The orthometric height was determined by differential leveling AR1465.and adjusted by the National Geodetic Survey in May 2005. AR1465 AR1465.The geoid height was determined by GEOID03. AR1465 AR1465.The dynamic height is computed by dividing the NAVD 88 AR1465.geopotential number by the normal gravity value computed on the AR1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1465.degrees latitude (g = 980.6199 gals.). AR1465 AR1465.The modeled gravity was interpolated from observed gravity values. AR1465 AR1465; North East Units Estimated Accuracy AR1465;SPC FL W - 521,150. 141,780. MT (+/- 180 meters Scaled) AR1465 AR1465 SUPERSEDED SURVEY CONTROL AR1465 AR1465 NAVD 88 (??/??/92) 9.465 (m) 31.05 (f) UNKNOWN 3 0 AR1465 AR1465.Superseded values are not recommended for survey control. AR1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1465.See file dsdata.txt to determine how the superseded data were derived. AR1465 AR1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN444130(NAD 83) AR1465_MARKER: DB = BENCH MARK DISK AR1465_SETTING: 30 = SET IN A LIGHT STRUCTURE AR1465_SP_SET: CULVERT HEADWALL AR1465_STAMPING: CR 5 1977 CLB AR1465_MARK LOGO: FLDNR AR1465_MAGNETIC: N = NO MAGNETIC MATERIAL AR1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AR1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR1465+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1465 AR1465 HISTORY - Date Condition Report By AR1465 HISTORY - 1977 MONUMENTED FLDNR AR1465 HISTORY - 1990 GOOD USPSQD AR1465 HISTORY - 19990401 GOOD USPSQD AR1465 HISTORY - 20031019 GOOD FLDEP AR1465 AR1465 STATION DESCRIPTION AR1465 AR1465'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1465'9.05 MI NW FROM DUNNELLON. AR1465'BEGIN AT THE INTERSECTION OF US HIGHWAY 41 AND STATE ROAD 40 AR1465'(PENNSYLVANIA AVENUE) IN DUNNELLON. PROCEED WEST ON STATE ROAD 40, AR1465'0.25 MILES TO CEDAR STREET, THENCE NORTH ALONG CEDAR STREET 0.35 AR1465'MILES TO A Y INTERSECTION WHERE STATE ROAD 40 AND CEDAR STREET AR1465'SPLIT. PROCEED NORTHWESTERLY ALONG STATE ROAD 40, 9.05 MILES AR1465'TO THE MARK, WHICH BEARS 1 FOOT EAST OF WEST EDGE OF HEADWALL FOR AR1465'A BOX CULVERT, 17 FEET SOUTH OF THE CENTER LINE OF STATE ROAD 40, AR1465'63 FEET NORTHWEST OF A POWER POLES WEST TRANSFORMER. AR1465 AR1465 STATION RECOVERY (1990) AR1465 AR1465'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1465'RECOVERED IN GOOD CONDITION. AR1465 AR1465 STATION RECOVERY (1999) AR1465 AR1465'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1465'RECOVERED IN GOOD CONDITION. AR1465 AR1465 STATION RECOVERY (2003) AR1465 AR1465'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1465'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1466 *********************************************************************** AR1466 DESIGNATION - CR 6 AR1466 PID - AR1466 AR1466 STATE/COUNTY- FL/LEVY AR1466 USGS QUAD - YANKEETOWN SE (1991) AR1466 AR1466 *CURRENT SURVEY CONTROL AR1466 ___________________________________________________________________ AR1466* NAD 83(1986)- 29 01 56. (N) 082 36 25. (W) SCALED AR1466* NAVD 88 - 9.326 (meters) 30.60 (feet) ADJUSTED AR1466 ___________________________________________________________________ AR1466 GEOID HEIGHT- -27.41 (meters) GEOID03 AR1466 DYNAMIC HT - 9.313 (meters) 30.55 (feet) COMP AR1466 MODELED GRAV- 979,237.6 (mgal) NAVD 88 AR1466 AR1466 VERT ORDER - FIRST CLASS II AR1466 AR1466.The horizontal coordinates were scaled from a topographic map and have AR1466.an estimated accuracy of +/- 6 seconds. AR1466 AR1466.The orthometric height was determined by differential leveling AR1466.and adjusted by the National Geodetic Survey in May 2005. AR1466 AR1466.The geoid height was determined by GEOID03. AR1466 AR1466.The dynamic height is computed by dividing the NAVD 88 AR1466.geopotential number by the normal gravity value computed on the AR1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1466.degrees latitude (g = 980.6199 gals.). AR1466 AR1466.The modeled gravity was interpolated from observed gravity values. AR1466 AR1466; North East Units Estimated Accuracy AR1466;SPC FL W - 520,750. 140,880. MT (+/- 180 meters Scaled) AR1466 AR1466 SUPERSEDED SURVEY CONTROL AR1466 AR1466 NAVD 88 (??/??/92) 9.283 (m) 30.46 (f) UNKNOWN 3 0 AR1466 AR1466.Superseded values are not recommended for survey control. AR1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1466.See file dsdata.txt to determine how the superseded data were derived. AR1466 AR1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN435126(NAD 83) AR1466_MARKER: DB = BENCH MARK DISK AR1466_SETTING: 30 = SET IN A LIGHT STRUCTURE AR1466_SP_SET: CULVERT HEADWALL AR1466_STAMPING: CR 6 1977 CLB AR1466_MARK LOGO: FLDNR AR1466_MAGNETIC: N = NO MAGNETIC MATERIAL AR1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AR1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1466+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR1466 AR1466 HISTORY - Date Condition Report By AR1466 HISTORY - 1977 MONUMENTED FLDNR AR1466 HISTORY - 1990 GOOD USPSQD AR1466 HISTORY - 19990401 GOOD USPSQD AR1466 HISTORY - 20031019 GOOD FLDEP AR1466 AR1466 STATION DESCRIPTION AR1466 AR1466'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1466'9.65 MI NW FROM DUNNELLON. AR1466'BEGIN AT THE INTERSECTION OF US HIGHWAY 41 AND STATE ROAD 40 AR1466'(PENNSYLVANIA AVENUE) IN DUNNELLON. PROCEED WEST ON STATE ROAD AR1466'40 0.25 MILES TO CEDAR STREET, THENCE NORTH ALONG CEDAR STREET, AR1466'0.35 MILES TO A Y INTERSECTION WHERE STATE ROAD 40 AND CEDAR AR1466'STREET SPLIT. PROCEED NORTHWESTERLY ALONG STATE ROAD 40, 9.65 AR1466'MILES TO THE MARK, WHICH BEARS 1.2 FEET WEST OF EAST END OF A BOX AR1466'CULVERT, 18 FEET NORTH OF THE CENTER LINE OF STATE ROAD 40, 83 FEET AR1466'WEST-SOUTHWEST OF A TELEPHONE POLE. AR1466 AR1466 STATION RECOVERY (1990) AR1466 AR1466'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR1466'RECOVERED IN GOOD CONDITION. AR1466 AR1466 STATION RECOVERY (1999) AR1466 AR1466'RECOVERY NOTE BY US POWER SQUADRON 1999 AR1466'RECOVERED IN GOOD CONDITION. AR1466 AR1466 STATION RECOVERY (2003) AR1466 AR1466'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1466'THE MARK IS ABOUT 3.85 MI EAST OF INGLIS, IN SECTION 5, TOWNSHIP 17 AR1466'SOUTH, RANGE 17 EAST. AR1466' AR1466'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR1466'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 3.85 MI TO AR1466'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT AR1466'HEADWALL ABOUT 0.5 FT BELOW THE LEVEL OF COUNTY ROAD 40. AR1466' AR1466'LOCATED 82.4 FT WEST-SOUTHWEST OF A WOODEN POWER POLE NUMBER SBT-2C, AR1466'17.7 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD AR1466'40 AND 1.6 FT WEST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8072 *********************************************************************** DG8072 DESIGNATION - D 585 DG8072 PID - DG8072 DG8072 STATE/COUNTY- FL/LEVY DG8072 USGS QUAD - BRONSON SE (1988) DG8072 DG8072 *CURRENT SURVEY CONTROL DG8072 ___________________________________________________________________ DG8072* NAD 83(1986)- 29 21 48. (N) 082 36 31. (W) SCALED DG8072* NAVD 88 - 20.637 (meters) 67.71 (feet) ADJUSTED DG8072 ___________________________________________________________________ DG8072 GEOID HEIGHT- -27.59 (meters) GEOID03 DG8072 DYNAMIC HT - 20.609 (meters) 67.61 (feet) COMP DG8072 MODELED GRAV- 979,268.8 (mgal) NAVD 88 DG8072 DG8072 VERT ORDER - FIRST CLASS II DG8072 DG8072.The horizontal coordinates were scaled from a topographic map and have DG8072.an estimated accuracy of +/- 6 seconds. DG8072 DG8072.The orthometric height was determined by differential leveling DG8072.and adjusted by the National Geodetic Survey in May 2005. DG8072.No vertical observational check was made to the station. DG8072 DG8072.Photographs are available for this station. DG8072 DG8072.The geoid height was determined by GEOID03. DG8072 DG8072.The dynamic height is computed by dividing the NAVD 88 DG8072.geopotential number by the normal gravity value computed on the DG8072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8072.degrees latitude (g = 980.6199 gals.). DG8072 DG8072.The modeled gravity was interpolated from observed gravity values. DG8072 DG8072; North East Units Estimated Accuracy DG8072;SPC FL W - 557,450. 140,910. MT (+/- 180 meters Scaled) DG8072 DG8072 SUPERSEDED SURVEY CONTROL DG8072 DG8072.No superseded survey control is available for this station. DG8072 DG8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN438493(NAD 83) DG8072_MARKER: DD = SURVEY DISK DG8072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8072_STAMPING: D 585 2003 DG8072_MARK LOGO: FLDEP DG8072_PROJECTION: RECESSED 5 CENTIMETERS DG8072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8072+STABILITY: SURFACE MOTION DG8072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8072+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8072 DG8072 HISTORY - Date Condition Report By DG8072 HISTORY - 20030722 MONUMENTED FLDEP DG8072 DG8072 STATION DESCRIPTION DG8072 DG8072'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8072'THE MARK IS ABOUT 6.1 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 9, DG8072'TOWNSHIP 13 SOUTH, RANGE 17 EAST. DG8072' DG8072'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8072'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337 DG8072'FOR 5.1 MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE DG8072'SOUTH ON COUNTY ROAD 337 FOR 0.9 MI TO THE MARK ON THE RIGHT, SET IN DG8072'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL DG8072'OF THE GROUND AND LEVEL WITH COUNTY ROAD 337. DG8072' DG8072'LOCATED 72.2 FT SOUTH OF A GOETH STATE FOREST BOUNDARY SIGN, 48.1 FT DG8072'WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 2.1 FT EAST OF DG8072'A BARB WIRE FENCE AND 1.3 FT EAST OF A CARSONITE WITNESS POST. DG8072' DG8072'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9874 *********************************************************************** DG9874 DESIGNATION - D 586 DG9874 PID - DG9874 DG9874 STATE/COUNTY- FL/LEVY DG9874 USGS QUAD - MORRISTON (1993) DG9874 DG9874 *CURRENT SURVEY CONTROL DG9874 ___________________________________________________________________ DG9874* NAD 83(1986)- 29 21 36. (N) 082 28 18. (W) SCALED DG9874* NAVD 88 - 20.258 (meters) 66.46 (feet) ADJUSTED DG9874 ___________________________________________________________________ DG9874 GEOID HEIGHT- -27.67 (meters) GEOID03 DG9874 DYNAMIC HT - 20.230 (meters) 66.37 (feet) COMP DG9874 MODELED GRAV- 979,266.7 (mgal) NAVD 88 DG9874 DG9874 VERT ORDER - SECOND CLASS I DG9874 DG9874.The horizontal coordinates were scaled from a topographic map and have DG9874.an estimated accuracy of +/- 6 seconds. DG9874 DG9874.The orthometric height was determined by differential leveling DG9874.and adjusted by the National Geodetic Survey in May 2005. DG9874.No vertical observational check was made to the station. DG9874 DG9874.Photographs are available for this station. DG9874 DG9874.The geoid height was determined by GEOID03. DG9874 DG9874.The dynamic height is computed by dividing the NAVD 88 DG9874.geopotential number by the normal gravity value computed on the DG9874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9874.degrees latitude (g = 980.6199 gals.). DG9874 DG9874.The modeled gravity was interpolated from observed gravity values. DG9874 DG9874; North East Units Estimated Accuracy DG9874;SPC FL W - 557,020. 154,200. MT (+/- 180 meters Scaled) DG9874 DG9874 SUPERSEDED SURVEY CONTROL DG9874 DG9874.No superseded survey control is available for this station. DG9874 DG9874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN571487(NAD 83) DG9874_MARKER: DD = SURVEY DISK DG9874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9874_STAMPING: D 586 2003 DG9874_MARK LOGO: FLDEP DG9874_PROJECTION: FLUSH DG9874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9874+STABILITY: SURFACE MOTION DG9874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9874+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG9874 DG9874 HISTORY - Date Condition Report By DG9874 HISTORY - 20030725 MONUMENTED FLDEP DG9874 DG9874 STATION DESCRIPTION DG9874 DG9874'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9874'THE MARK IS ABOUT 2.3 MI SOUTHWEST OF WILLISTON, IN SECTION 12, DG9874'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9874' DG9874'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9874'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9874'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9874'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9874'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 1.0 MI TO THE DG9874'INTERSECTION OF NORTHEAST 180TH AVENUE (ALSO KNOWN AS COUNTY ROAD DG9874'502), TURN LEFT ON NORTHEAST 180TH AVENUE AND GO SOUTH FOR 1.0 MI TO DG9874'THE MAIN GATE OF THE WILLISTON MUNICIPAL AIRPORT AND THE MARK ON THE DG9874'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DG9874'GROUND AND LEVEL WITH NORTHEAST 180TH AVENUE. DG9874' DG9874'LOCATED 252.8 FT WEST OF A CHAIN LINK FENCE CORNER POST, 134.1 FT EAST DG9874'OF THE APPROXIMATE CENTERLINE NORTHEAST 180TH AVENUE AND THE ENTRANCE DG9874'GATE TO THE AIRPORT, 2.4 FT NORTH OF A CHAIN LINK FENCE AND 2.1 FT DG9874'NORTH OF A CARSONITE WITNESS POST. DG9874' DG9874'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8043 *********************************************************************** DG8043 DESIGNATION - D 587 DG8043 PID - DG8043 DG8043 STATE/COUNTY- FL/LEVY DG8043 USGS QUAD - WILLISTON (1976) DG8043 DG8043 *CURRENT SURVEY CONTROL DG8043 ___________________________________________________________________ DG8043* NAD 83(1986)- 29 29 07. (N) 082 29 27. (W) SCALED DG8043* NAVD 88 - 19.908 (meters) 65.31 (feet) ADJUSTED DG8043 ___________________________________________________________________ DG8043 GEOID HEIGHT- -27.70 (meters) GEOID03 DG8043 DYNAMIC HT - 19.881 (meters) 65.23 (feet) COMP DG8043 MODELED GRAV- 979,279.4 (mgal) NAVD 88 DG8043 DG8043 VERT ORDER - FIRST CLASS II DG8043 DG8043.The horizontal coordinates were scaled from a topographic map and have DG8043.an estimated accuracy of +/- 6 seconds. DG8043 DG8043.The orthometric height was determined by differential leveling DG8043.and adjusted by the National Geodetic Survey in May 2005. DG8043 DG8043.Photographs are available for this station. DG8043 DG8043.The geoid height was determined by GEOID03. DG8043 DG8043.The dynamic height is computed by dividing the NAVD 88 DG8043.geopotential number by the normal gravity value computed on the DG8043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8043.degrees latitude (g = 980.6199 gals.). DG8043 DG8043.The modeled gravity was interpolated from observed gravity values. DG8043 DG8043; North East Units Estimated Accuracy DG8043;SPC FL W - 570,920. 152,400. MT (+/- 180 meters Scaled) DG8043 DG8043 SUPERSEDED SURVEY CONTROL DG8043 DG8043.No superseded survey control is available for this station. DG8043 DG8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN554626(NAD 83) DG8043_MARKER: DD = SURVEY DISK DG8043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8043_STAMPING: D 587 2003 DG8043_MARK LOGO: FLDEP DG8043_PROJECTION: RECESSED 8 CENTIMETERS DG8043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8043+STABILITY: SURFACE MOTION DG8043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8043+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG8043 DG8043 HISTORY - Date Condition Report By DG8043 HISTORY - 20030725 MONUMENTED FLDEP DG8043 DG8043 STATION DESCRIPTION DG8043 DG8043'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8043'THE MARK IS ABOUT 3.65 MI SOUTH-SOUTHEAST OF ARCHER, IN SECTION 3, DG8043'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8043' DG8043'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27 AND DG8043'STATE ROAD 24 IN ARCHER, GO SOUTH ON U.S. HIGHWAYS 41, 27 (UNIVERSITY DG8043'AVENUE) FOR 4.15 MI TO THE ALACHUA-LEVY COUNTY LINE, THE JUNCTION OF DG8043'SOUTHWEST 175TH AVENUE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN DG8043'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL DG8043'OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF U.S. HIGHWAYS 41, DG8043'27. DG8043' DG8043'LOCATED 49.7 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. DG8043'HIGHWAYS 41, 27, 33.6 FT SOUTH-SOUTHEAST OF A HOG WIRE FENCE CORNER DG8043'POST, 1.5 FT NORTHEAST OF A HOG WIRE FENCE AND 1.1 FT NORTHEAST OF A DG8043'CARSONITE WITNESS POST. DG8043' DG8043'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8095 *********************************************************************** DG8095 DESIGNATION - D 588 DG8095 PID - DG8095 DG8095 STATE/COUNTY- FL/LEVY DG8095 USGS QUAD - YANKEETOWN (1993) DG8095 DG8095 *CURRENT SURVEY CONTROL DG8095 ___________________________________________________________________ DG8095* NAD 83(1986)- 29 01 50. (N) 082 40 06. (W) SCALED DG8095* NAVD 88 - 4.891 (meters) 16.05 (feet) ADJUSTED DG8095 ___________________________________________________________________ DG8095 GEOID HEIGHT- -27.36 (meters) GEOID03 DG8095 DYNAMIC HT - 4.884 (meters) 16.02 (feet) COMP DG8095 MODELED GRAV- 979,240.0 (mgal) NAVD 88 DG8095 DG8095 VERT ORDER - FIRST CLASS II DG8095 DG8095.The horizontal coordinates were scaled from a topographic map and have DG8095.an estimated accuracy of +/- 6 seconds. DG8095 DG8095.The orthometric height was determined by differential leveling DG8095.and adjusted by the National Geodetic Survey in May 2005. DG8095.No vertical observational check was made to the station. DG8095 DG8095.The geoid height was determined by GEOID03. DG8095 DG8095.The dynamic height is computed by dividing the NAVD 88 DG8095.geopotential number by the normal gravity value computed on the DG8095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8095.degrees latitude (g = 980.6199 gals.). DG8095 DG8095.The modeled gravity was interpolated from observed gravity values. DG8095 DG8095; North East Units Estimated Accuracy DG8095;SPC FL W - 520,600. 134,900. MT (+/- 180 meters Scaled) DG8095 DG8095 SUPERSEDED SURVEY CONTROL DG8095 DG8095.No superseded survey control is available for this station. DG8095 DG8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN375125(NAD 83) DG8095_MARKER: F = FLANGE-ENCASED ROD DG8095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8095_STAMPING: D 588 2003 DG8095_MARK LOGO: NGS DG8095_PROJECTION: FLUSH DG8095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8095+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003 DG8095_ROD/PIPE-DEPTH: 4.3 meters DG8095 DG8095 HISTORY - Date Condition Report By DG8095 HISTORY - 20030809 MONUMENTED FLDEP DG8095 DG8095 STATION DESCRIPTION DG8095 DG8095'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8095'THE MARK IS IN INGLIS, IN SECTION 2, TOWNSHIP 17 SOUTH, RANGE 16 EAST. DG8095'THE MARK IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. DG8095'HIGHWAY 19, 98 AND COUNTY ROAD 40 IN INGLIS, A STAINLESS STEEL ROD DG8095'DRIVEN TO REFUSAL AT A DEPTH OF 14.1 FT WITH AN NGS LOGO CAP FLUSH DG8095'WITH THE GROUND AND LEVEL WITH COUNTY ROAD 40, THE DATUM POINT IS DG8095'RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8095' DG8095'LOCATED 88.1 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF DG8095'COUNTY ROAD 40, 61.0 FT EAST OF THE APPROXIMATE CENTER OF U.S. DG8095'HIGHWAY 19, 98 NORTHBOUND, 29.6 FT NORTHEAST OF A POWER POLE NUMBER DG8095'B253261, 25.6 FT NORTH OF ANOTHER WOODEN POWER POLE AND 1.1 FT WEST DG8095'OF A CARSONITE WITNESS POST. DG8095' DG8095'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8095' DG8095'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8073 *********************************************************************** DG8073 DESIGNATION - E 585 DG8073 PID - DG8073 DG8073 STATE/COUNTY- FL/LEVY DG8073 USGS QUAD - BRONSON SE (1988) DG8073 DG8073 *CURRENT SURVEY CONTROL DG8073 ___________________________________________________________________ DG8073* NAD 83(1986)- 29 20 48. (N) 082 36 16. (W) SCALED DG8073* NAVD 88 - 22.163 (meters) 72.71 (feet) ADJUSTED DG8073 ___________________________________________________________________ DG8073 GEOID HEIGHT- -27.58 (meters) GEOID03 DG8073 DYNAMIC HT - 22.133 (meters) 72.61 (feet) COMP DG8073 MODELED GRAV- 979,267.0 (mgal) NAVD 88 DG8073 DG8073 VERT ORDER - FIRST CLASS II DG8073 DG8073.The horizontal coordinates were scaled from a topographic map and have DG8073.an estimated accuracy of +/- 6 seconds. DG8073 DG8073.The orthometric height was determined by differential leveling DG8073.and adjusted by the National Geodetic Survey in May 2005. DG8073.No vertical observational check was made to the station. DG8073 DG8073.Photographs are available for this station. DG8073 DG8073.The geoid height was determined by GEOID03. DG8073 DG8073.The dynamic height is computed by dividing the NAVD 88 DG8073.geopotential number by the normal gravity value computed on the DG8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8073.degrees latitude (g = 980.6199 gals.). DG8073 DG8073.The modeled gravity was interpolated from observed gravity values. DG8073 DG8073; North East Units Estimated Accuracy DG8073;SPC FL W - 555,600. 141,300. MT (+/- 180 meters Scaled) DG8073 DG8073 SUPERSEDED SURVEY CONTROL DG8073 DG8073.No superseded survey control is available for this station. DG8073 DG8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN442474(NAD 83) DG8073_MARKER: F = FLANGE-ENCASED ROD DG8073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8073_STAMPING: E 585 2003 DG8073_MARK LOGO: NGS DG8073_PROJECTION: FLUSH DG8073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8073+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8073_ROD/PIPE-DEPTH: 14.5 meters DG8073 DG8073 HISTORY - Date Condition Report By DG8073 HISTORY - 20030722 MONUMENTED FLDEP DG8073 DG8073 STATION DESCRIPTION DG8073 DG8073'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8073'THE MARK IS ABOUT 7.3 MI SOUTH OF BRONSON, IN SECTION 22, TOWNSHIP 13 DG8073'SOUTH, RANGE 17 EAST. DG8073' DG8073'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8073'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8073'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8073'COUNTY ROAD 337 FOR 2.1 MI TO THE MARK ON THE RIGHT, A STAINLESS DG8073'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.7 FT WITH AN NGS LOGO CAP DG8073'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 337, THE DATUM POINT DG8073'IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8073' DG8073'LOCATED 144.2 FT SOUTH OF THE APPROXIMATE CENTER OF A METAL GATE, 48.2 DG8073'FT WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.3 FT EAST DG8073'OF A WOODEN 3-RAIL FENCE AND 0.6 FT EAST OF A CARSONITE WITNESS POST. DG8073'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8073' DG8073'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9548 *********************************************************************** DG9548 DESIGNATION - E 586 DG9548 PID - DG9548 DG9548 STATE/COUNTY- FL/LEVY DG9548 USGS QUAD - MORRISTON (1993) DG9548 DG9548 *CURRENT SURVEY CONTROL DG9548 ___________________________________________________________________ DG9548* NAD 83(1986)- 29 22 28. (N) 082 27 23. (W) SCALED DG9548* NAVD 88 - 22.368 (meters) 73.39 (feet) ADJUSTED DG9548 ___________________________________________________________________ DG9548 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9548 DYNAMIC HT - 22.337 (meters) 73.28 (feet) COMP DG9548 MODELED GRAV- 979,268.4 (mgal) NAVD 88 DG9548 DG9548 VERT ORDER - FIRST CLASS II DG9548 DG9548.The horizontal coordinates were scaled from a topographic map and have DG9548.an estimated accuracy of +/- 6 seconds. DG9548 DG9548.The orthometric height was determined by differential leveling DG9548.and adjusted by the National Geodetic Survey in May 2005. DG9548.No vertical observational check was made to the station. DG9548 DG9548.Photographs are available for this station. DG9548 DG9548.The geoid height was determined by GEOID03. DG9548 DG9548.The dynamic height is computed by dividing the NAVD 88 DG9548.geopotential number by the normal gravity value computed on the DG9548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9548.degrees latitude (g = 980.6199 gals.). DG9548 DG9548.The modeled gravity was interpolated from observed gravity values. DG9548 DG9548; North East Units Estimated Accuracy DG9548;SPC FL W - 558,620. 155,690. MT (+/- 180 meters Scaled) DG9548 DG9548 SUPERSEDED SURVEY CONTROL DG9548 DG9548.No superseded survey control is available for this station. DG9548 DG9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN586503(NAD 83) DG9548_MARKER: F = FLANGE-ENCASED ROD DG9548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9548_STAMPING: E 586 2003 DG9548_MARK LOGO: NGS DG9548_PROJECTION: FLUSH DG9548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9548+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003 DG9548_ROD/PIPE-DEPTH: 4.1 meters DG9548 DG9548 HISTORY - Date Condition Report By DG9548 HISTORY - 20030725 MONUMENTED FLDEP DG9548 HISTORY - 20031119 GOOD FLDEP DG9548 DG9548 STATION DESCRIPTION DG9548 DG9548'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9548'THE MARK IS ABOUT 1.0 MI SOUTH-SOUTHWEST OF WILLISTON, IN SECTION 1, DG9548'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9548' DG9548'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9548'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9548'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41, STATE ROAD 121 FOR 0.8 MI TO DG9548'THE INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON DG9548'THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO DG9548'REFUSAL AT A DEPTH OF 13.5 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG9548'GROUND AND LEVEL WITH STATE ROAD 121, THE DATUM POINT IS RECESSED 0.2 DG9548'FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9548' DG9548'LOCATED 148.2 FT WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY DG9548'41, 48.8 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, DG9548'47.7 FT WEST OF A POWER POLE AND 1.4 FT SOUTH OF A CARSONITE WITNESS DG9548'POST. DG9548' DG9548'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9548' DG9548'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG9548 DG9548 STATION RECOVERY (2003) DG9548 DG9548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) DG9548'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8044 *********************************************************************** DG8044 DESIGNATION - E 587 DG8044 PID - DG8044 DG8044 STATE/COUNTY- FL/LEVY DG8044 USGS QUAD - WILLISTON (1976) DG8044 DG8044 *CURRENT SURVEY CONTROL DG8044 ___________________________________________________________________ DG8044* NAD 83(1986)- 29 28 25. (N) 082 29 03. (W) SCALED DG8044* NAVD 88 - 18.354 (meters) 60.22 (feet) ADJUSTED DG8044 ___________________________________________________________________ DG8044 GEOID HEIGHT- -27.70 (meters) GEOID03 DG8044 DYNAMIC HT - 18.329 (meters) 60.13 (feet) COMP DG8044 MODELED GRAV- 979,278.4 (mgal) NAVD 88 DG8044 DG8044 VERT ORDER - FIRST CLASS II DG8044 DG8044.The horizontal coordinates were scaled from a topographic map and have DG8044.an estimated accuracy of +/- 6 seconds. DG8044 DG8044.The orthometric height was determined by differential leveling DG8044.and adjusted by the National Geodetic Survey in May 2005. DG8044 DG8044.Photographs are available for this station. DG8044 DG8044.The geoid height was determined by GEOID03. DG8044 DG8044.The dynamic height is computed by dividing the NAVD 88 DG8044.geopotential number by the normal gravity value computed on the DG8044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8044.degrees latitude (g = 980.6199 gals.). DG8044 DG8044.The modeled gravity was interpolated from observed gravity values. DG8044 DG8044; North East Units Estimated Accuracy DG8044;SPC FL W - 569,620. 153,040. MT (+/- 180 meters Scaled) DG8044 DG8044 SUPERSEDED SURVEY CONTROL DG8044 DG8044.No superseded survey control is available for this station. DG8044 DG8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN560613(NAD 83) DG8044_MARKER: DD = SURVEY DISK DG8044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8044_STAMPING: E 587 2003 DG8044_MARK LOGO: FLDEP DG8044_PROJECTION: RECESSED 10 CENTIMETERS DG8044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8044+STABILITY: SURFACE MOTION DG8044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8044+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG8044 DG8044 HISTORY - Date Condition Report By DG8044 HISTORY - 20030725 MONUMENTED FLDEP DG8044 DG8044 STATION DESCRIPTION DG8044 DG8044'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8044'THE MARK IS ABOUT 4.6 MI SOUTH-SOUTHEAST OF ARCHER, IN SECTION 2, DG8044'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8044' DG8044'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27 AND DG8044'STATE ROAD 24 IN ARCHER, GO SOUTH ON U.S. HIGHWAYS 41, 27 (UNIVERSITY DG8044'AVENUE) FOR 5.05 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A DG8044'ROUND CONCRETE MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND DG8044'AND ABOUT 3.0 FT BELOW THE LEVEL OF U.S. HIGHWAYS 41, 27. DG8044' DG8044'LOCATED 120.3 FT SOUTH-SOUTHWEST OF POWER POLE NUMBER 415212, 51.8 FT DG8044'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAYS 41, 27, DG8044'1.6 FT EAST-NORTHEAST OF A BARB WIRE FENCE AND 0.8 FT EAST-NORTHEAST DG8044'OF A CARSONITE WITNESS POST. DG8044' DG8044'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8553 *********************************************************************** DG8553 DESIGNATION - E 588 DG8553 PID - DG8553 DG8553 STATE/COUNTY- FL/LEVY DG8553 USGS QUAD - YANKEETOWN (1993) DG8553 DG8553 *CURRENT SURVEY CONTROL DG8553 ___________________________________________________________________ DG8553* NAD 83(1986)- 29 01 45. (N) 082 39 05. (W) SCALED DG8553* NAVD 88 - 5.655 (meters) 18.55 (feet) ADJUSTED DG8553 ___________________________________________________________________ DG8553 GEOID HEIGHT- -27.37 (meters) GEOID03 DG8553 DYNAMIC HT - 5.647 (meters) 18.53 (feet) COMP DG8553 MODELED GRAV- 979,239.3 (mgal) NAVD 88 DG8553 DG8553 VERT ORDER - FIRST CLASS II DG8553 DG8553.The horizontal coordinates were scaled from a topographic map and have DG8553.an estimated accuracy of +/- 6 seconds. DG8553 DG8553.The orthometric height was determined by differential leveling DG8553.and adjusted by the National Geodetic Survey in May 2005. DG8553 DG8553.Photographs are available for this station. DG8553 DG8553.The geoid height was determined by GEOID03. DG8553 DG8553.The dynamic height is computed by dividing the NAVD 88 DG8553.geopotential number by the normal gravity value computed on the DG8553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8553.degrees latitude (g = 980.6199 gals.). DG8553 DG8553.The modeled gravity was interpolated from observed gravity values. DG8553 DG8553; North East Units Estimated Accuracy DG8553;SPC FL W - 520,440. 136,550. MT (+/- 180 meters Scaled) DG8553 DG8553 SUPERSEDED SURVEY CONTROL DG8553 DG8553.No superseded survey control is available for this station. DG8553 DG8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN391123(NAD 83) DG8553_MARKER: DD = SURVEY DISK DG8553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8553_STAMPING: E 588 2003 DG8553_MARK LOGO: FLDEP DG8553_PROJECTION: RECESSED 8 CENTIMETERS DG8553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8553+STABILITY: SURFACE MOTION DG8553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8553+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 DG8553 DG8553 HISTORY - Date Condition Report By DG8553 HISTORY - 20030824 MONUMENTED FLDEP DG8553 DG8553 STATION DESCRIPTION DG8553 DG8553'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8553'THE MARK IS ABOUT 1.1 MI EAST OF INGLIS, IN SECTION 1, TOWNSHIP 17 DG8553'SOUTH, RANGE 16 EAST. DG8553' DG8553'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8553'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 1.1 MI TO THE DG8553'JUNCTION OF SANDI STREET ON THE LEFT AND THE MARK ON THE LEFT, SET IN DG8553'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL DG8553'OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 40. DG8553' DG8553'LOCATED 44.8 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF DG8553'COUNTY ROAD 40, 29.4 FT WEST OF THE APPROXIMATE CENTERLINE OF SANDI DG8553'STREET, 11.0 FT NORTHWEST OF A WOODEN POWER POLE WITH 1 STREET LIGHT DG8553'ATTACHED AND 3.5 FT NORTH OF A CARSONITE WITNESS POST. DG8553' DG8553'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8074 *********************************************************************** DG8074 DESIGNATION - F 585 DG8074 PID - DG8074 DG8074 STATE/COUNTY- FL/LEVY DG8074 USGS QUAD - BRONSON SE (1988) DG8074 DG8074 *CURRENT SURVEY CONTROL DG8074 ___________________________________________________________________ DG8074* NAD 83(1986)- 29 19 58. (N) 082 36 03. (W) SCALED DG8074* NAVD 88 - 23.735 (meters) 77.87 (feet) ADJUSTED DG8074 ___________________________________________________________________ DG8074 GEOID HEIGHT- -27.58 (meters) GEOID03 DG8074 DYNAMIC HT - 23.702 (meters) 77.76 (feet) COMP DG8074 MODELED GRAV- 979,265.5 (mgal) NAVD 88 DG8074 DG8074 VERT ORDER - FIRST CLASS II DG8074 DG8074.The horizontal coordinates were scaled from a topographic map and have DG8074.an estimated accuracy of +/- 6 seconds. DG8074 DG8074.The orthometric height was determined by differential leveling DG8074.and adjusted by the National Geodetic Survey in May 2005. DG8074.No vertical observational check was made to the station. DG8074 DG8074.Photographs are available for this station. DG8074 DG8074.The geoid height was determined by GEOID03. DG8074 DG8074.The dynamic height is computed by dividing the NAVD 88 DG8074.geopotential number by the normal gravity value computed on the DG8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8074.degrees latitude (g = 980.6199 gals.). DG8074 DG8074.The modeled gravity was interpolated from observed gravity values. DG8074 DG8074; North East Units Estimated Accuracy DG8074;SPC FL W - 554,060. 141,650. MT (+/- 180 meters Scaled) DG8074 DG8074 SUPERSEDED SURVEY CONTROL DG8074 DG8074.No superseded survey control is available for this station. DG8074 DG8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN445459(NAD 83) DG8074_MARKER: DD = SURVEY DISK DG8074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8074_STAMPING: F 585 2003 DG8074_MARK LOGO: FLDEP DG8074_PROJECTION: RECESSED 5 CENTIMETERS DG8074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8074+STABILITY: SURFACE MOTION DG8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8074+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8074 DG8074 HISTORY - Date Condition Report By DG8074 HISTORY - 20030722 MONUMENTED FLDEP DG8074 DG8074 STATION DESCRIPTION DG8074 DG8074'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8074'THE MARK IS ABOUT 8.25 MI SOUTH OF BRONSON, IN SECTION 27, TOWNSHIP 13 DG8074'SOUTH, RANGE 17 EAST. DG8074' DG8074'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8074'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8074'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8074'COUNTY ROAD 337 FOR 3.05 MI TO THE JUNCTION OF COUNTY ROAD 316 ON THE DG8074'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE DG8074'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 DG8074'FT BELOW THE LEVEL OF COUNTY ROAD 337. DG8074' DG8074'LOCATED 93.1 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, DG8074'49.8 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 316, 40.2 DG8074'FT EAST OF A BARB WIRE FENCE CORNER POST, 1.3 FT NORTH OF A BARB WIRE DG8074'FENCE AND 0.6 FT NORTH OF A CARSONITE WITNESS POST. DG8074' DG8074'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9863 *********************************************************************** DG9863 DESIGNATION - F 586 DG9863 PID - DG9863 DG9863 STATE/COUNTY- FL/LEVY DG9863 USGS QUAD - TIDEWATER (1991) DG9863 DG9863 *CURRENT SURVEY CONTROL DG9863 ___________________________________________________________________ DG9863* NAD 83(1986)- 29 11 45. (N) 082 34 34. (W) SCALED DG9863* NAVD 88 - 23.045 (meters) 75.61 (feet) ADJUSTED DG9863 ___________________________________________________________________ DG9863 GEOID HEIGHT- -27.55 (meters) GEOID03 DG9863 DYNAMIC HT - 23.012 (meters) 75.50 (feet) COMP DG9863 MODELED GRAV- 979,251.0 (mgal) NAVD 88 DG9863 DG9863 VERT ORDER - SECOND CLASS I DG9863 DG9863.The horizontal coordinates were scaled from a topographic map and have DG9863.an estimated accuracy of +/- 6 seconds. DG9863 DG9863.The orthometric height was determined by differential leveling DG9863.and adjusted by the National Geodetic Survey in May 2005. DG9863.No vertical observational check was made to the station. DG9863 DG9863.Photographs are available for this station. DG9863 DG9863.The geoid height was determined by GEOID03. DG9863 DG9863.The dynamic height is computed by dividing the NAVD 88 DG9863.geopotential number by the normal gravity value computed on the DG9863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9863.degrees latitude (g = 980.6199 gals.). DG9863 DG9863.The modeled gravity was interpolated from observed gravity values. DG9863 DG9863; North East Units Estimated Accuracy DG9863;SPC FL W - 538,870. 143,970. MT (+/- 180 meters Scaled) DG9863 DG9863 SUPERSEDED SURVEY CONTROL DG9863 DG9863.No superseded survey control is available for this station. DG9863 DG9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN467307(NAD 83) DG9863_MARKER: DD = SURVEY DISK DG9863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9863_STAMPING: F 586 2003 DG9863_MARK LOGO: FLDEP DG9863_PROJECTION: FLUSH DG9863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9863+STABILITY: SURFACE MOTION DG9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9863+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003 DG9863 DG9863 HISTORY - Date Condition Report By DG9863 HISTORY - 20030726 MONUMENTED FLDEP DG9863 DG9863 STATION DESCRIPTION DG9863 DG9863'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9863'THE MARK IS ABOUT 11.7 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 10, DG9863'TOWNSHIP 15 SOUTH, RANGE 17 EAST. DG9863' DG9863'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9863'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY DG9863'ROAD 337 FOR 1.0 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A DG9863'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT BELOW DG9863'THE LEVEL OF COUNTY ROAD 337. DG9863' DG9863'LOCATED 257.1 FT NORTHWEST OF A WOODEN POWER POLE, 40.1 FT DG9863'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.0 DG9863'FT EAST-NORTHEAST OF A HOG WIRE FENCE AND 0.6 FT NORTHEAST OF A DG9863'CARSONITE WITNESS POST. DG9863' DG9863'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8045 *********************************************************************** DG8045 DESIGNATION - F 587 DG8045 PID - DG8045 DG8045 STATE/COUNTY- FL/LEVY DG8045 USGS QUAD - WILLISTON (1976) DG8045 DG8045 *CURRENT SURVEY CONTROL DG8045 ___________________________________________________________________ DG8045* NAD 83(1986)- 29 27 42. (N) 082 28 38. (W) SCALED DG8045* NAVD 88 - 21.756 (meters) 71.38 (feet) ADJUSTED DG8045 ___________________________________________________________________ DG8045 GEOID HEIGHT- -27.70 (meters) GEOID03 DG8045 DYNAMIC HT - 21.726 (meters) 71.28 (feet) COMP DG8045 MODELED GRAV- 979,277.4 (mgal) NAVD 88 DG8045 DG8045 VERT ORDER - FIRST CLASS II DG8045 DG8045.The horizontal coordinates were scaled from a topographic map and have DG8045.an estimated accuracy of +/- 6 seconds. DG8045 DG8045.The orthometric height was determined by differential leveling DG8045.and adjusted by the National Geodetic Survey in May 2005. DG8045 DG8045.Photographs are available for this station. DG8045 DG8045.The geoid height was determined by GEOID03. DG8045 DG8045.The dynamic height is computed by dividing the NAVD 88 DG8045.geopotential number by the normal gravity value computed on the DG8045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8045.degrees latitude (g = 980.6199 gals.). DG8045 DG8045.The modeled gravity was interpolated from observed gravity values. DG8045 DG8045; North East Units Estimated Accuracy DG8045;SPC FL W - 568,290. 153,710. MT (+/- 180 meters Scaled) DG8045 DG8045 SUPERSEDED SURVEY CONTROL DG8045 DG8045.No superseded survey control is available for this station. DG8045 DG8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN567600(NAD 83) DG8045_MARKER: F = FLANGE-ENCASED ROD DG8045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8045_STAMPING: F 587 2003 DG8045_MARK LOGO: NGS DG8045_PROJECTION: RECESSED 5 CENTIMETERS DG8045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8045+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG8045_ROD/PIPE-DEPTH: 10.2 meters DG8045 DG8045 HISTORY - Date Condition Report By DG8045 HISTORY - 20030725 MONUMENTED FLDEP DG8045 DG8045 STATION DESCRIPTION DG8045 DG8045'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8045'THE MARK IS ABOUT 5.55 MI SOUTH-SOUTHEAST OF ARCHER, 5.5 MI DG8045'NORTH-NORTHEAST WILLISTON, IN SECTION 11, TOWNSHIP 12 SOUTH, RANGE 18 DG8045'EAST. DG8045' DG8045'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27 AND DG8045'STATE ROAD 24 IN ARCHER GO SOUTH ON U.S. HIGHWAYS 41, 27 (UNIVERSITY DG8045'AVENUE) FOR 6.0 MI TO THE MARK ON THE LEFT. THE MARK CAN ALSO BE DG8045'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27, STATE ROAD 121 DG8045'AND U.S. HIGHWAY 27 ALTERNATE IN WILLISTON, GO NORTH ON U.S. HIGHWAYS DG8045'41, 27 FOR 5.5 MI TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DG8045'DRIVEN TO REFUSAL AT A DEPTH OF 33.5 FT WITH AN NGS LOGO CAP RECESSED DG8045'0.2 FT BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAYS 41, DG8045'27, THE DATUM POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS DG8045'LOGO CAP. DG8045' DG8045'LOCATED 112.1 FT EAST-SOUTHEAST OF POWER POLE NUMBER 415220, 49.5 FT DG8045'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAYS 41, 27, DG8045'1.5 FT WEST-SOUTHWEST OF A BARB WIRE FENCE AND 0.9 FT WEST-SOUTHWEST DG8045'OF A CARSONITE WITNESS POST. DG8045' DG8045'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8045' DG8045'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8554 *********************************************************************** DG8554 DESIGNATION - F 588 DG8554 PID - DG8554 DG8554 STATE/COUNTY- FL/LEVY DG8554 USGS QUAD - YANKEETOWN (1993) DG8554 DG8554 *CURRENT SURVEY CONTROL DG8554 ___________________________________________________________________ DG8554* NAD 83(1986)- 29 01 38. (N) 082 38 34. (W) SCALED DG8554* NAVD 88 - 5.976 (meters) 19.61 (feet) ADJUSTED DG8554 ___________________________________________________________________ DG8554 GEOID HEIGHT- -27.37 (meters) GEOID03 DG8554 DYNAMIC HT - 5.968 (meters) 19.58 (feet) COMP DG8554 MODELED GRAV- 979,238.7 (mgal) NAVD 88 DG8554 DG8554 VERT ORDER - FIRST CLASS II DG8554 DG8554.The horizontal coordinates were scaled from a topographic map and have DG8554.an estimated accuracy of +/- 6 seconds. DG8554 DG8554.The orthometric height was determined by differential leveling DG8554.and adjusted by the National Geodetic Survey in May 2005. DG8554 DG8554.Photographs are available for this station. DG8554 DG8554.The geoid height was determined by GEOID03. DG8554 DG8554.The dynamic height is computed by dividing the NAVD 88 DG8554.geopotential number by the normal gravity value computed on the DG8554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8554.degrees latitude (g = 980.6199 gals.). DG8554 DG8554.The modeled gravity was interpolated from observed gravity values. DG8554 DG8554; North East Units Estimated Accuracy DG8554;SPC FL W - 520,220. 137,390. MT (+/- 180 meters Scaled) DG8554 DG8554 SUPERSEDED SURVEY CONTROL DG8554 DG8554.No superseded survey control is available for this station. DG8554 DG8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN400121(NAD 83) DG8554_MARKER: F = FLANGE-ENCASED ROD DG8554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8554_STAMPING: F 588 2003 DG8554_MARK LOGO: NGS DG8554_PROJECTION: FLUSH DG8554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8554+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003 DG8554_ROD/PIPE-DEPTH: 7.3 meters DG8554 DG8554 HISTORY - Date Condition Report By DG8554 HISTORY - 20030808 MONUMENTED FLDEP DG8554 DG8554 STATION DESCRIPTION DG8554 DG8554'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8554'THE MARK IS ABOUT 1.6 MI EAST OF INGLIS, IN SECTION 1, TOWNSHIP 17 DG8554'SOUTH, RANGE 16 EAST. DG8554' DG8554'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8554'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 1.6 MI TO THE DG8554'INTERSECTION OF PINE STREET AND THE MARK ON THE LEFT, A STAINLESS DG8554'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.9 FT WITH AN NGS LOGO DG8554'CAP FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 40, THE DATUM DG8554'POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8554' DG8554'LOCATED 72.9 FT WEST-NORTHWEST OF THE APPROXIMATE CENTER OF PINE DG8554'STREET, 49.7 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY DG8554'ROAD 40, 45.1 FT WEST-NORTHWEST OF A CHAIN LINK FENCE CORNER POST, DG8554'1.5 FT SOUTHWEST OF A CHAIN LINK FENCE AND 1.2 FT SOUTHWEST OF A DG8554'CARSONITE WITNESS POST. DG8554' DG8554'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8554' DG8554'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1847 *********************************************************************** AR1847 CBN - This is a Cooperative Base Network Control Station. AR1847 DESIGNATION - FLGPS 35 AR1847 PID - AR1847 AR1847 STATE/COUNTY- FL/LEVY AR1847 USGS QUAD - LEBANON STATION (1993) AR1847 AR1847 *CURRENT SURVEY CONTROL AR1847 ___________________________________________________________________ AR1847* NAD 83(1999)- 29 09 51.32010(N) 082 38 24.33771(W) ADJUSTED AR1847* NAVD 88 - 10.722 (meters) 35.18 (feet) ADJUSTED AR1847 ___________________________________________________________________ AR1847 X - 714,035.182 (meters) COMP AR1847 Y - -5,528,050.737 (meters) COMP AR1847 Z - 3,089,803.326 (meters) COMP AR1847 LAPLACE CORR- -0.84 (seconds) DEFLEC99 AR1847 ELLIP HEIGHT- -16.81 (meters) (05/31/01) GPS OBS AR1847 GEOID HEIGHT- -27.49 (meters) GEOID03 AR1847 DYNAMIC HT - 10.707 (meters) 35.13 (feet) COMP AR1847 MODELED GRAV- 979,251.6 (mgal) NAVD 88 AR1847 AR1847 HORZ ORDER - B AR1847 VERT ORDER - FIRST CLASS II AR1847 ELLP ORDER - FIFTH CLASS I AR1847 AR1847.The horizontal coordinates were established by GPS observations AR1847.and adjusted by the National Geodetic Survey in May 2001. AR1847 AR1847.The orthometric height was determined by differential leveling AR1847.and adjusted by the National Geodetic Survey in May 2005. AR1847.No vertical observational check was made to the station. AR1847 AR1847.Photographs are available for this station. AR1847 AR1847.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1847 AR1847.The Laplace correction was computed from DEFLEC99 derived deflections. AR1847 AR1847.The ellipsoidal height was determined by GPS observations AR1847.and is referenced to NAD 83. AR1847 AR1847.The geoid height was determined by GEOID03. AR1847 AR1847.The dynamic height is computed by dividing the NAVD 88 AR1847.geopotential number by the normal gravity value computed on the AR1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1847.degrees latitude (g = 980.6199 gals.). AR1847 AR1847.The modeled gravity was interpolated from observed gravity values. AR1847 AR1847; North East Units Scale Factor Converg. AR1847;SPC FL W - 535,404.092 137,731.796 MT 0.99998900 -0 18 43.0 AR1847;UTM 17 - 3,227,296.633 340,496.656 MT 0.99991394 -0 47 57.9 AR1847 AR1847! - Elev Factor x Scale Factor = Combined Factor AR1847!SPC FL W - 1.00000264 x 0.99998900 = 0.99999164 AR1847!UTM 17 - 1.00000264 x 0.99991394 = 0.99991658 AR1847 AR1847: Primary Azimuth Mark Grid Az AR1847:SPC FL W - FLGPS 35 AZ MK 169 43 27.7 AR1847:UTM 17 - FLGPS 35 AZ MK 170 12 42.6 AR1847 AR1847|---------------------------------------------------------------------| AR1847| PID Reference Object Distance Geod. Az | AR1847| dddmmss.s | AR1847| AR1873 FLGPS 35 AZ MK APPROX. 0.7 KM 1692444.7 | AR1847|---------------------------------------------------------------------| AR1847 AR1847 SUPERSEDED SURVEY CONTROL AR1847 AR1847 NAD 83(1990)- 29 09 51.31877(N) 082 38 24.33711(W) AD( ) B AR1847 ELLIP H (09/13/90) -16.70 (m) GP( ) 4 1 AR1847 NGVD 29 (09/13/90) 11.0 (m) 36. (f) GPS OBS AR1847 AR1847.Superseded values are not recommended for survey control. AR1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1847.See file dsdata.txt to determine how the superseded data were derived. AR1847 AR1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4049727297(NAD 83) AR1847_MARKER: F = FLANGE-ENCASED ROD AR1847_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AR1847+WITH SETTING: INFORMATION. AR1847_SP_SET: STAINLESS STEEL ROD IN SLEEVE AR1847_STAMPING: FLGPS 35 1989 AR1847_MARK LOGO: NGS AR1847_PROJECTION: FLUSH AR1847_MAGNETIC: N = NO MAGNETIC MATERIAL AR1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AR1847+STABILITY: POSITION/ELEVATION WELL AR1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1847+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003 AR1847_ROD/PIPE-DEPTH: 33.7 meters AR1847_SLEEVE-DEPTH : 0.91 meters AR1847 AR1847 HISTORY - Date Condition Report By AR1847 HISTORY - 1989 MONUMENTED NGS AR1847 HISTORY - 19930518 GOOD NGS AR1847 HISTORY - 19960606 GOOD DCJOHN AR1847 HISTORY - 20031015 GOOD FLDEP AR1847 AR1847 STATION DESCRIPTION AR1847 AR1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AR1847'THE STATION IS LOCATED ABOUT 15.13 KM (9.40 MI) NORTH OF INGLIS, 12.87 AR1847'KM (8.00 MI) SOUTHEAST OF GULF HAMMOCK, IN SECTION 24, T 15 S, R 17 E, AR1847'IN THE MEDIAN BETWEEN THE NORTHBOUND LANES OF U.S. HIGHWAY 19, 98 AND AR1847'COUNTY ROAD 336. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. AR1847'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR1847'COUNTY ROAD 326 IN GULF HAMMOCK, GO SOUTH FOR 12.79 KM (7.95 MI) ON AR1847'HIGHWAY 19, 98 TO THE STATION ON LEFT. AR1847'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 71.99 M AR1847'(236.2 FT) SOUTH FROM A CONCRETE CULVERT HEADWALL, 65.84 M (216.0 FT) AR1847'NORTHWEST FROM THE JUNCTION OF THE NORTHBOUND LANE OF HIGHWAY 19, 98 AR1847'AND THE CENTERLINE OF COUNTY ROAD 121, 7.50 M (24.6 FT) NORTHEAST FROM AR1847'THE CENTERLINE OF THE NORTHBOUND LANES OF HIGHWAY 19, 98 AND 0.91 M AR1847'(3.0 FT) WEST FROM A CARSONITE WITNESS POST. NOTE--ACCESS TO DATUM AR1847'POINT IS HAD THROUGH A 5-INCH LOGO CAP. AR1847'DESCRIBED BY R.L. MALLOY. AR1847 AR1847 STATION RECOVERY (1993) AR1847 AR1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AR1847'RECOVERED IN GOOD CONDITION. AR1847 AR1847 STATION RECOVERY (1996) AR1847 AR1847'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CXG) AR1847'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED AR1847 AR1847 STATION RECOVERY (2003) AR1847 AR1847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1847'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1873 *********************************************************************** AR1873 DESIGNATION - FLGPS 35 AZ MK AR1873 PID - AR1873 AR1873 STATE/COUNTY- FL/LEVY AR1873 USGS QUAD - LEBANON STATION (1993) AR1873 AR1873 *CURRENT SURVEY CONTROL AR1873 ___________________________________________________________________ AR1873* NAD 83(1999)- 29 09 29.29092(N) 082 38 19.64659(W) ADJUSTED AR1873* NAVD 88 - 9.357 (meters) 30.70 (feet) ADJUSTED AR1873 ___________________________________________________________________ AR1873 X - 714,203.096 (meters) COMP AR1873 Y - -5,528,361.064 (meters) COMP AR1873 Z - 3,089,210.377 (meters) COMP AR1873 LAPLACE CORR- -0.86 (seconds) DEFLEC99 AR1873 ELLIP HEIGHT- -18.19 (meters) (12/13/01) GPS OBS AR1873 GEOID HEIGHT- -27.49 (meters) GEOID03 AR1873 DYNAMIC HT - 9.344 (meters) 30.66 (feet) COMP AR1873 MODELED GRAV- 979,251.1 (mgal) NAVD 88 AR1873 AR1873 HORZ ORDER - FIRST AR1873 VERT ORDER - FIRST CLASS II AR1873 ELLP ORDER - FIFTH CLASS I AR1873 AR1873.The horizontal coordinates were established by GPS observations AR1873.and adjusted by the National Geodetic Survey in December 2001. AR1873 AR1873.The orthometric height was determined by differential leveling AR1873.and adjusted by the National Geodetic Survey in May 2005. AR1873.No vertical observational check was made to the station. AR1873 AR1873.Photographs are available for this station. AR1873 AR1873.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1873 AR1873.The Laplace correction was computed from DEFLEC99 derived deflections. AR1873 AR1873.The ellipsoidal height was determined by GPS observations AR1873.and is referenced to NAD 83. AR1873 AR1873.The geoid height was determined by GEOID03. AR1873 AR1873.The dynamic height is computed by dividing the NAVD 88 AR1873.geopotential number by the normal gravity value computed on the AR1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1873.degrees latitude (g = 980.6199 gals.). AR1873 AR1873.The modeled gravity was interpolated from observed gravity values. AR1873 AR1873; North East Units Scale Factor Converg. AR1873;SPC FL W - 534,725.176 137,854.878 MT 0.99998882 -0 18 40.5 AR1873;UTM 17 - 3,226,616.745 340,613.949 MT 0.99991348 -0 47 55.0 AR1873 AR1873! - Elev Factor x Scale Factor = Combined Factor AR1873!SPC FL W - 1.00000286 x 0.99998882 = 0.99999168 AR1873!UTM 17 - 1.00000286 x 0.99991348 = 0.99991634 AR1873 AR1873: Primary Azimuth Mark Grid Az AR1873:SPC FL W - FLGPS 35 349 43 27.5 AR1873:UTM 17 - FLGPS 35 350 12 42.0 AR1873 AR1873|---------------------------------------------------------------------| AR1873| PID Reference Object Distance Geod. Az | AR1873| dddmmss.s | AR1873| AR1847 FLGPS 35 APPROX. 0.7 KM 3492447.0 | AR1873|---------------------------------------------------------------------| AR1873 AR1873 SUPERSEDED SURVEY CONTROL AR1873 AR1873 NAD 83(1990)- 29 09 29.28959(N) 082 38 19.64598(W) AD( ) 1 AR1873 NGVD 29 (02/04/91) 9.7 (m) 32. (f) GPS OBS AR1873 AR1873.Superseded values are not recommended for survey control. AR1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1873.See file dsdata.txt to determine how the superseded data were derived. AR1873 AR1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4061426617(NAD 83) AR1873_MARKER: F = FLANGE-ENCASED ROD AR1873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AR1873_SP_SET: STAINLESS STEEL ROD IN SLEEVE AR1873_STAMPING: FLGPS 35 AZ MK RESET 2003 AR1873_MARK LOGO: NGS AR1873_PROJECTION: FLUSH AR1873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AR1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1873+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003 AR1873_ROD/PIPE-DEPTH: 35.1 meters AR1873_SLEEVE-DEPTH : 0.9 meters AR1873 AR1873 HISTORY - Date Condition Report By AR1873 HISTORY - 1989 MONUMENTED NGS AR1873 HISTORY - 20031015 SEE DESCRIPTION FLDEP AR1873 AR1873 STATION DESCRIPTION AR1873 AR1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AR1873'THE STATION IS LOCATED ABOUT 14.48 KM (9.00 MI) NORTH OF INGLIS, 13.52 AR1873'KM (8.40 MI) SOUTHEAST OF GULF HAMMOCK, IN SECTION 24, T 15 S, R 17 E, AR1873'IN THE MEDIAN OF U.S. HIGHWAY 19, 98. OWNERSHIP--HIGHWAY AR1873'RIGHT-OF-WAY. AR1873'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR1873'COUNTY ROAD 326 IN GULF HAMMOCK, GO SOUTH FOR 12.79 KM (7.95 MI) ON AR1873'HIGHWAY 19, 98 TO THE MULTI-INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR1873'COUNTY ROADS 121 AND 336. CONTINUE SOUTH FOR 0.64 KM (0.40 MI) ON AR1873'HIGHWAY 19, 98 TO THE STATION ON LEFT. AR1873'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 0.32 KM AR1873'(0.20 MI) SOUTH FROM A HIGHWAY BRIDGE, 13.69 M (44.9 FT) EAST FROM THE AR1873'CENTERLINE OF THE SOUTHBOUND LANES OF HIGHWAY 19, 98, 5.94 M AR1873'(19.5 FT) WEST FROM THE CENTERLINE OF THE NORTHBOUND LANES OF HIGHWAY AR1873'19, 98 AND 3.63 M (11.9 FT) EAST FROM A CARSONITE WITNESS POST. AR1873'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AR1873'DESCRIBED BY R.L. MALLOY. AR1873 AR1873 STATION RECOVERY (2003) AR1873 AR1873'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1873'THE MARK IS ABOUT 8.6 MI NORTH OF INGLIS, IN SECTION 24, TOWNSHIP 15 AR1873'SOUTH, RANGE 16 EAST. AR1873' AR1873'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND STATE AR1873'ROAD 121 (LEBANON STATION) ABOUT 9.0 MI NORTH OF INGLIS, GO SOUTH ON AR1873'U.S. HIGHWAY 19, 98 FOR 0.4 MI TO A GRASS COVERED MEDIAN ON THE LEFT AR1873'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE AR1873'GROUND WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 1.0 FT AR1873'BELOW THE LEVEL OF U.S. HIGHWAY 19, 98 NORTHBOUND, THE DATUM POINT IS AR1873'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. AR1873' AR1873'LOCATED 44.9 FT EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 19, AR1873'98 SOUTHBOUND, 19.5 FT WEST OF THE APPROXIMATE CENTERLINE OF U.S. AR1873'HIGHWAY 19, 98 NORTHBOUND AND 2.1 FT EAST OF A CARSONITE WITNESS AR1873'POST. AR1873' AR1873'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH NGS LOGO CAP. AR1873' AR1873'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. AR1873' AR1873'NOTE WHEN FLGPS 35 AZ MK WAS RECOVERED ON AUGUST 10, 2003, THE FLANGE AR1873'AND CONCRETE HAD BEEN DAMAGED BADLY, BUT THE ROD WAS UNTOUCHED AND IN AR1873'GOOD CONDITION. AT THIS TIME A 5-INCH PVC PIPE AND NGS LOGO CAP WERE AR1873'RESET IN CONCRETE AND STAMPED FLGPS 35 AZ MK RESET 2003. NOTE--THE AR1873'WORD RESET SHOULD NOT HAVE BEEN STAMPED ON THE LOGO. THE LOGO AND PVC AR1873'WERE REPLACED, BUT THE ROD WAS FOUND STABLE AND UNDISTURBED. OLD PID AR1873'WAS USED FOR THIS MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0727 *********************************************************************** AR0727 DESIGNATION - G 21 RESET AR0727 PID - AR0727 AR0727 STATE/COUNTY- FL/LEVY AR0727 USGS QUAD - YANKEETOWN SE (1991) AR0727 AR0727 *CURRENT SURVEY CONTROL AR0727 ___________________________________________________________________ AR0727* NAD 83(1986)- 29 02 31. (N) 082 35 05. (W) SCALED AR0727* NAVD 88 - 14.168 (meters) 46.48 (feet) ADJUSTED AR0727 ___________________________________________________________________ AR0727 GEOID HEIGHT- -27.44 (meters) GEOID03 AR0727 DYNAMIC HT - 14.148 (meters) 46.42 (feet) COMP AR0727 MODELED GRAV- 979,237.2 (mgal) NAVD 88 AR0727 AR0727 VERT ORDER - FIRST CLASS II AR0727 AR0727.The horizontal coordinates were scaled from a topographic map and have AR0727.an estimated accuracy of +/- 6 seconds. AR0727 AR0727.The orthometric height was determined by differential leveling AR0727.and adjusted by the National Geodetic Survey in May 2005. AR0727.No vertical observational check was made to the station. AR0727 AR0727.The geoid height was determined by GEOID03. AR0727 AR0727.The dynamic height is computed by dividing the NAVD 88 AR0727.geopotential number by the normal gravity value computed on the AR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0727.degrees latitude (g = 980.6199 gals.). AR0727 AR0727.The modeled gravity was interpolated from observed gravity values. AR0727 AR0727; North East Units Estimated Accuracy AR0727;SPC FL W - 521,820. 143,050. MT (+/- 180 meters Scaled) AR0727 AR0727 SUPERSEDED SURVEY CONTROL AR0727 AR0727 NAVD 88 (??/??/92) 14.125 (m) 46.34 (f) UNKNOWN 3 0 AR0727 NGVD 29 (??/??/??) 14.56 (m) 47.8 (f) RESET 3 AR0727 AR0727.Superseded values are not recommended for survey control. AR0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0727.See file dsdata.txt to determine how the superseded data were derived. AR0727 AR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN457136(NAD 83) AR0727_MARKER: DB = BENCH MARK DISK AR0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0727_STAMPING: G 21 RESET 1960 AR0727_MARK LOGO: CGS AR0727_PROJECTION: FLUSH AR0727_MAGNETIC: N = NO MAGNETIC MATERIAL AR0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0727+STABILITY: SURFACE MOTION AR0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0727+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AR0727 AR0727 HISTORY - Date Condition Report By AR0727 HISTORY - 1960 MONUMENTED CGS AR0727 HISTORY - 1977 GOOD FLDNR AR0727 HISTORY - 1988 GOOD USPSQD AR0727 HISTORY - 19890706 MARK NOT FOUND USPSQD AR0727 HISTORY - 1990 GOOD USPSQD AR0727 HISTORY - 1999 GOOD USPSQD AR0727 HISTORY - 20031019 GOOD FLDEP AR0727 AR0727 STATION DESCRIPTION AR0727 AR0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 AR0727'5.4 MI E FROM INGLIS. AR0727'5.4 MILES EAST ALONG STATE HIGHWAY 40 FROM ITS INTERSECTION AR0727'WITH U.S. HIGHWAYS 19 AND 98 AT INGLIS, AT A JUNCTION WITH A AR0727'GRADED DIRT ROAD LEADING SOUTHEAST, 87 FT. NORTHEAST OF THE AR0727'EXTENDED CENTER LINE OF THE DIRT ROAD, 49 FT. NORTHWEST OF AR0727'THE CENTER LINE OF STATE HIGHWAY 40, 25.5 FT. SOUTHWEST OF AR0727'TELEPHONE POLE 155, 1.8 FT. SOUTHEAST OF A FENCE, 1.5 FT. AR0727'NORTHEAST OF A STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE AR0727'POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND. AR0727 AR0727 STATION RECOVERY (1977) AR0727 AR0727'RECOVERY NOTE BY FL DEPT OF NAT RES 1977 AR0727'RECOVERED IN GOOD CONDITION. AR0727 AR0727 STATION RECOVERY (1988) AR0727 AR0727'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AR0727'RECOVERED IN GOOD CONDITION. AR0727 AR0727 STATION RECOVERY (1989) AR0727 AR0727'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDL) AR0727'MARK NOT FOUND. AR0727 AR0727 STATION RECOVERY (1990) AR0727 AR0727'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS) AR0727'RECOVERED IN GOOD CONDITION. AR0727 AR0727 STATION RECOVERY (1999) AR0727 AR0727'RECOVERY NOTE BY US POWER SQUADRON 1999 AR0727'RECOVERED IN GOOD CONDITION. AR0727 AR0727 STATION RECOVERY (2003) AR0727 AR0727'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0727'THE MARK IS ABOUT 7.6 MI WEST OF DUNNELLON, 5.2 MI EAST OF INGLIS, IN AR0727'SECTION 34, TOWNSHIP 16 SOUTH, RANGE 17 EAST. AR0727' AR0727'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AR0727'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 5.2 MI TO THE AR0727'INTERSECTION OF SOUTHEAST 110TH AVENUE AND THE MARK ON THE LEFT. THE AR0727'MARK CAN ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 41 AND AR0727'COUNTY ROAD 40, 336 IN DUNNELLON, GO WEST ON COUNTY ROAD 40, 336 FOR AR0727'4.15 MI TO THE JUNCTION OF COUNTY ROAD 336 ON THE RIGHT, CONTINUE WEST AR0727'ON COUNTY ROAD 40 FOR 4.2 MI TO THE INTERSECTION OF 110TH AVENUE AND AR0727'THE MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE AR0727'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 40. AR0727' AR0727'LOCATED 49.1 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF AR0727'COUNTY ROAD 40, 18.2 FT EAST OF THE APPROXIMATE CENTER OF SOUTHEAST AR0727'110TH AVENUE, 4.2 FT NORTHWEST OF A BELL SOUTH PHONE CABLE JUNCTION AR0727'BOX NUMBER F3001CR40 AND 1.8 FT SOUTHEAST OF A CARSONITE WITNESS AR0727'POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8075 *********************************************************************** DG8075 DESIGNATION - G 585 DG8075 PID - DG8075 DG8075 STATE/COUNTY- FL/LEVY DG8075 USGS QUAD - BRONSON SE (1988) DG8075 DG8075 *CURRENT SURVEY CONTROL DG8075 ___________________________________________________________________ DG8075* NAD 83(1986)- 29 19 07. (N) 082 35 53. (W) SCALED DG8075* NAVD 88 - 24.259 (meters) 79.59 (feet) ADJUSTED DG8075 ___________________________________________________________________ DG8075 GEOID HEIGHT- -27.57 (meters) GEOID03 DG8075 DYNAMIC HT - 24.226 (meters) 79.48 (feet) COMP DG8075 MODELED GRAV- 979,264.1 (mgal) NAVD 88 DG8075 DG8075 VERT ORDER - FIRST CLASS II DG8075 DG8075.The horizontal coordinates were scaled from a topographic map and have DG8075.an estimated accuracy of +/- 6 seconds. DG8075 DG8075.The orthometric height was determined by differential leveling DG8075.and adjusted by the National Geodetic Survey in May 2005. DG8075.No vertical observational check was made to the station. DG8075 DG8075.Photographs are available for this station. DG8075 DG8075.The geoid height was determined by GEOID03. DG8075 DG8075.The dynamic height is computed by dividing the NAVD 88 DG8075.geopotential number by the normal gravity value computed on the DG8075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8075.degrees latitude (g = 980.6199 gals.). DG8075 DG8075.The modeled gravity was interpolated from observed gravity values. DG8075 DG8075; North East Units Estimated Accuracy DG8075;SPC FL W - 552,490. 141,910. MT (+/- 180 meters Scaled) DG8075 DG8075 SUPERSEDED SURVEY CONTROL DG8075 DG8075.No superseded survey control is available for this station. DG8075 DG8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN448443(NAD 83) DG8075_MARKER: DD = SURVEY DISK DG8075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8075_STAMPING: G 585 2003 DG8075_MARK LOGO: FLDEP DG8075_PROJECTION: FLUSH DG8075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8075+STABILITY: SURFACE MOTION DG8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8075+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8075 DG8075 HISTORY - Date Condition Report By DG8075 HISTORY - 20030722 MONUMENTED FLDEP DG8075 DG8075 STATION DESCRIPTION DG8075 DG8075'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8075'THE MARK IS ABOUT 9.25 MI SOUTH OF BRONSON, IN SECTION 34, TOWNSHIP 13 DG8075'SOUTH, RANGE 17 EAST. DG8075' DG8075'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8075'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8075'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8075'COUNTY ROAD 337 FOR 4.05 MI TO THE MARK ON THE RIGHT, SET IN THE TOP DG8075'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH DG8075'COUNTY ROAD 337. DG8075' DG8075'LOCATED 247.8 FT SOUTH OF A WOODEN POWER POLE, 52.6 FT WEST OF THE DG8075'APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.8 FT EAST OF A WOODEN DG8075'3-RAIL FENCE AND 0.7 FT EAST OF A CARSONITE WITNESS POST. DG8075' DG8075'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9864 *********************************************************************** DG9864 DESIGNATION - G 586 DG9864 PID - DG9864 DG9864 STATE/COUNTY- FL/LEVY DG9864 USGS QUAD - TIDEWATER (1991) DG9864 DG9864 *CURRENT SURVEY CONTROL DG9864 ___________________________________________________________________ DG9864* NAD 83(1986)- 29 10 48. (N) 082 34 11. (W) SCALED DG9864* NAVD 88 - 26.882 (meters) 88.20 (feet) ADJUSTED DG9864 ___________________________________________________________________ DG9864 GEOID HEIGHT- -27.55 (meters) GEOID03 DG9864 DYNAMIC HT - 26.845 (meters) 88.07 (feet) COMP DG9864 MODELED GRAV- 979,249.1 (mgal) NAVD 88 DG9864 DG9864 VERT ORDER - SECOND CLASS I DG9864 DG9864.The horizontal coordinates were scaled from a topographic map and have DG9864.an estimated accuracy of +/- 6 seconds. DG9864 DG9864.The orthometric height was determined by differential leveling DG9864.and adjusted by the National Geodetic Survey in May 2005. DG9864.No vertical observational check was made to the station. DG9864 DG9864.Photographs are available for this station. DG9864 DG9864.The geoid height was determined by GEOID03. DG9864 DG9864.The dynamic height is computed by dividing the NAVD 88 DG9864.geopotential number by the normal gravity value computed on the DG9864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9864.degrees latitude (g = 980.6199 gals.). DG9864 DG9864.The modeled gravity was interpolated from observed gravity values. DG9864 DG9864; North East Units Estimated Accuracy DG9864;SPC FL W - 537,110. 144,590. MT (+/- 180 meters Scaled) DG9864 DG9864 SUPERSEDED SURVEY CONTROL DG9864 DG9864.No superseded survey control is available for this station. DG9864 DG9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN473289(NAD 83) DG9864_MARKER: DD = SURVEY DISK DG9864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9864_STAMPING: G 586 2003 DG9864_MARK LOGO: FLDEP DG9864_PROJECTION: RECESSED 5 CENTIMETERS DG9864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9864+STABILITY: SURFACE MOTION DG9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9864+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003 DG9864 DG9864 HISTORY - Date Condition Report By DG9864 HISTORY - 20030726 MONUMENTED FLDEP DG9864 DG9864 STATION DESCRIPTION DG9864 DG9864'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9864'THE MARK IS ABOUT 10.8 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 15, DG9864'TOWNSHIP 15 SOUTH, RANGE 17 EAST. DG9864' DG9864'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9864'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY DG9864'ROAD 337 FOR 2.15 MI TO THE JUNCTION OF SOUTHEAST 103RD LANE ON THE DG9864'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE DG9864'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND LEVEL WITH DG9864'COUNTY ROAD 337. DG9864' DG9864'LOCATED 42.5 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9864'ROAD 337, 28.9 FT NORTH-NORTHWEST OF A WOODEN POWER POLE, 7.0 FT DG9864'NORTH-NORTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF SOUTHEAST DG9864'103RD LANE AND 0.8 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST. DG9864' DG9864'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8047 *********************************************************************** DG8047 DESIGNATION - G 587 DG8047 PID - DG8047 DG8047 STATE/COUNTY- FL/LEVY DG8047 USGS QUAD - WILLISTON (1976) DG8047 DG8047 *CURRENT SURVEY CONTROL DG8047 ___________________________________________________________________ DG8047* NAD 83(1986)- 29 25 41. (N) 082 27 31. (W) SCALED DG8047* NAVD 88 - 22.753 (meters) 74.65 (feet) ADJUSTED DG8047 ___________________________________________________________________ DG8047 GEOID HEIGHT- -27.70 (meters) GEOID03 DG8047 DYNAMIC HT - 22.722 (meters) 74.55 (feet) COMP DG8047 MODELED GRAV- 979,274.3 (mgal) NAVD 88 DG8047 DG8047 VERT ORDER - FIRST CLASS II DG8047 DG8047.The horizontal coordinates were scaled from a topographic map and have DG8047.an estimated accuracy of +/- 6 seconds. DG8047 DG8047.The orthometric height was determined by differential leveling DG8047.and adjusted by the National Geodetic Survey in May 2005. DG8047 DG8047.Photographs are available for this station. DG8047 DG8047.The geoid height was determined by GEOID03. DG8047 DG8047.The dynamic height is computed by dividing the NAVD 88 DG8047.geopotential number by the normal gravity value computed on the DG8047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8047.degrees latitude (g = 980.6199 gals.). DG8047 DG8047.The modeled gravity was interpolated from observed gravity values. DG8047 DG8047; North East Units Estimated Accuracy DG8047;SPC FL W - 564,560. 155,500. MT (+/- 180 meters Scaled) DG8047 DG8047 SUPERSEDED SURVEY CONTROL DG8047 DG8047.No superseded survey control is available for this station. DG8047 DG8047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN585562(NAD 83) DG8047_MARKER: DD = SURVEY DISK DG8047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8047_STAMPING: G 587 2003 DG8047_MARK LOGO: FLDEP DG8047_PROJECTION: FLUSH DG8047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8047+STABILITY: SURFACE MOTION DG8047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8047+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 DG8047 DG8047 HISTORY - Date Condition Report By DG8047 HISTORY - 20030725 MONUMENTED FLDEP DG8047 DG8047 STATION DESCRIPTION DG8047 DG8047'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8047'THE MARK IS ABOUT 3.0 MI NORTH-NORTHEAST OF WILLISTON, IN SECTION 24, DG8047'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8047' DG8047'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAYS 41, 27, STATE DG8047'ROAD 121 AND U.S. HIGHWAY 27 ALTERNATE IN WILLISTON, GO NORTH ON U.S. DG8047'HIGHWAYS 41, 27 FOR 2.95 MI TO THE MARK ON THE LEFT, SET IN THE TOP DG8047'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH DG8047'U.S. HIGHWAYS 41, 27. DG8047' DG8047'LOCATED 48.2 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. DG8047'HIGHWAYS 41, 27, 2.8 FT EAST-NORTHEAST OF A HOG WIRE FENCE AND 1.2 FT DG8047'NORTHEAST OF A CARSONITE WITNESS POST. DG8047' DG8047'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8555 *********************************************************************** DG8555 DESIGNATION - G 588 DG8555 PID - DG8555 DG8555 STATE/COUNTY- FL/LEVY DG8555 USGS QUAD - YANKEETOWN SE (1991) DG8555 DG8555 *CURRENT SURVEY CONTROL DG8555 ___________________________________________________________________ DG8555* NAD 83(1986)- 29 01 43. (N) 082 37 05. (W) SCALED DG8555* NAVD 88 - 9.409 (meters) 30.87 (feet) ADJUSTED DG8555 ___________________________________________________________________ DG8555 GEOID HEIGHT- -27.39 (meters) GEOID03 DG8555 DYNAMIC HT - 9.395 (meters) 30.82 (feet) COMP DG8555 MODELED GRAV- 979,237.8 (mgal) NAVD 88 DG8555 DG8555 VERT ORDER - FIRST CLASS II DG8555 DG8555.The horizontal coordinates were scaled from a topographic map and have DG8555.an estimated accuracy of +/- 6 seconds. DG8555 DG8555.The orthometric height was determined by differential leveling DG8555.and adjusted by the National Geodetic Survey in May 2005. DG8555 DG8555.Photographs are available for this station. DG8555 DG8555.The geoid height was determined by GEOID03. DG8555 DG8555.The dynamic height is computed by dividing the NAVD 88 DG8555.geopotential number by the normal gravity value computed on the DG8555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8555.degrees latitude (g = 980.6199 gals.). DG8555 DG8555.The modeled gravity was interpolated from observed gravity values. DG8555 DG8555; North East Units Estimated Accuracy DG8555;SPC FL W - 520,360. 139,800. MT (+/- 180 meters Scaled) DG8555 DG8555 SUPERSEDED SURVEY CONTROL DG8555 DG8555.No superseded survey control is available for this station. DG8555 DG8555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN424122(NAD 83) DG8555_MARKER: F = FLANGE-ENCASED ROD DG8555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8555_STAMPING: G 588 2003 DG8555_MARK LOGO: NGS DG8555_PROJECTION: FLUSH DG8555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8555+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 DG8555_ROD/PIPE-DEPTH: 6.9 meters DG8555 DG8555 HISTORY - Date Condition Report By DG8555 HISTORY - 20030824 MONUMENTED FLDEP DG8555 DG8555 STATION DESCRIPTION DG8555 DG8555'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8555'THE MARK IS ABOUT 3.1 MI EAST OF INGLIS, IN SECTION 5, TOWNSHIP 17 DG8555'SOUTH, RANGE 17 EAST. DG8555' DG8555'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8555'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 3.1 MI TO THE DG8555'JUNCTION OF SOUTHEAST 90TH AVENUE (ENTRANCE ROAD TO THE INGLIS LOCK) DG8555'ON THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN DG8555'TO REFUSAL AT A DEPTH OF 22.8 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG8555'GROUND AND LEVEL WITH SOUTHEAST 90TH AVENUE, THE DATUM POINT IS DG8555'RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8555' DG8555'LOCATED 75.0 FT EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY DG8555'ROAD 40, 73.7 FT NORTHEAST OF A WOODEN POWER POLE, 31.5 FT DG8555'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF SOUTHEAST 90TH AVENUE, DG8555'4.2 FT EAST OF A BARB WIRE FENCE CORNER POST, 1.5 FT NORTH-NORTHWEST DG8555'OF A BARB WIRE FENCE AND 1.3 FT NORTH-NORTHWEST OF A CARSONITE DG8555'WITNESS POST. DG8555' DG8555'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8555' DG8555'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8098 *********************************************************************** DG8098 DESIGNATION - GPS 5 3404004 DG8098 PID - DG8098 DG8098 STATE/COUNTY- FL/LEVY DG8098 USGS QUAD - WILLISTON (1976) DG8098 DG8098 *CURRENT SURVEY CONTROL DG8098 ___________________________________________________________________ DG8098* NAD 83(1986)- 29 23 10. (N) 082 27 20. (W) SCALED DG8098* NAVD 88 - 31.849 (meters) 104.49 (feet) ADJUSTED DG8098 ___________________________________________________________________ DG8098 GEOID HEIGHT- -27.69 (meters) GEOID03 DG8098 DYNAMIC HT - 31.805 (meters) 104.35 (feet) COMP DG8098 MODELED GRAV- 979,270.0 (mgal) NAVD 88 DG8098 DG8098 VERT ORDER - FIRST CLASS II DG8098 DG8098.The horizontal coordinates were scaled from a topographic map and have DG8098.an estimated accuracy of +/- 6 seconds. DG8098 DG8098.The orthometric height was determined by differential leveling DG8098.and adjusted by the National Geodetic Survey in May 2005. DG8098.No vertical observational check was made to the station. DG8098 DG8098.Photographs are available for this station. DG8098 DG8098.The geoid height was determined by GEOID03. DG8098 DG8098.The dynamic height is computed by dividing the NAVD 88 DG8098.geopotential number by the normal gravity value computed on the DG8098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8098.degrees latitude (g = 980.6199 gals.). DG8098 DG8098.The modeled gravity was interpolated from observed gravity values. DG8098 DG8098; North East Units Estimated Accuracy DG8098;SPC FL W - 559,910. 155,780. MT (+/- 180 meters Scaled) DG8098 DG8098 SUPERSEDED SURVEY CONTROL DG8098 DG8098.No superseded survey control is available for this station. DG8098 DG8098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587516(NAD 83) DG8098_MARKER: DD = SURVEY DISK DG8098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8098_STAMPING: GPS 5 3404004 DG8098_MARK LOGO: FLDT DG8098_PROJECTION: FLUSH DG8098_MAGNETIC: N = NO MAGNETIC MATERIAL DG8098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8098+STABILITY: SURFACE MOTION DG8098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8098+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8098 DG8098 HISTORY - Date Condition Report By DG8098 HISTORY - 20030712 MONUMENTED FLDT DG8098 HISTORY - 20030723 GOOD FLDEP DG8098 DG8098 STATION DESCRIPTION DG8098 DG8098'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8098'THE MARK IS ON THE WEST SIDE OF WILLISTON, IN SECTION 6, TOWNSHIP 13 DG8098'SOUTH, RANGE 19 EAST. DG8098' DG8098'THE MARK IS AT THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 AND U.S. DG8098'HIGHWAY 41 SOUTHBOUND, STATE ROAD 121 ON THE WEST SIDE OF WILLISTON, DG8098'AT THE NORTH END OF A TRIANGULAR GRASS COVERED MEDIAN, SET IN THE TOP DG8098'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.4 FT DG8098'ABOVE THE LEVEL OF ALTERNATE U.S. HIGHWAY 27. DG8098' DG8098'LOCATED 52.2 FT WEST OF THE APPROXIMATE CENTER OF A CONCRETE CATCH DG8098'BASIN, 50.4 FT EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 41 AND DG8098'STATE ROAD 121, 38.9 FT SOUTH OF THE APPROXIMATE CENTERLINE OF DG8098'ALTERNATE U.S. HIGHWAY 27 EASTBOUND LANES, 11.5 FT SOUTH OF A METAL DG8098'TRAFFIC LIGHT POLE AND 10.0 FT SOUTH OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8076 *********************************************************************** DG8076 DESIGNATION - H 585 DG8076 PID - DG8076 DG8076 STATE/COUNTY- FL/LEVY DG8076 USGS QUAD - BRONSON SE (1988) DG8076 DG8076 *CURRENT SURVEY CONTROL DG8076 ___________________________________________________________________ DG8076* NAD 83(1986)- 29 18 16. (N) 082 35 39. (W) SCALED DG8076* NAVD 88 - 22.302 (meters) 73.17 (feet) ADJUSTED DG8076 ___________________________________________________________________ DG8076 GEOID HEIGHT- -27.57 (meters) GEOID03 DG8076 DYNAMIC HT - 22.271 (meters) 73.07 (feet) COMP DG8076 MODELED GRAV- 979,262.5 (mgal) NAVD 88 DG8076 DG8076 VERT ORDER - FIRST CLASS II DG8076 DG8076.The horizontal coordinates were scaled from a topographic map and have DG8076.an estimated accuracy of +/- 6 seconds. DG8076 DG8076.The orthometric height was determined by differential leveling DG8076.and adjusted by the National Geodetic Survey in May 2005. DG8076.No vertical observational check was made to the station. DG8076 DG8076.Photographs are available for this station. DG8076 DG8076.The geoid height was determined by GEOID03. DG8076 DG8076.The dynamic height is computed by dividing the NAVD 88 DG8076.geopotential number by the normal gravity value computed on the DG8076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8076.degrees latitude (g = 980.6199 gals.). DG8076 DG8076.The modeled gravity was interpolated from observed gravity values. DG8076 DG8076; North East Units Estimated Accuracy DG8076;SPC FL W - 550,920. 142,280. MT (+/- 180 meters Scaled) DG8076 DG8076 SUPERSEDED SURVEY CONTROL DG8076 DG8076.No superseded survey control is available for this station. DG8076 DG8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN451427(NAD 83) DG8076_MARKER: F = FLANGE-ENCASED ROD DG8076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8076_STAMPING: H 585 2003 DG8076_MARK LOGO: NGS DG8076_PROJECTION: FLUSH DG8076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8076+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8076_ROD/PIPE-DEPTH: 4.8 meters DG8076 DG8076 HISTORY - Date Condition Report By DG8076 HISTORY - 20030723 MONUMENTED FLDEP DG8076 DG8076 STATION DESCRIPTION DG8076 DG8076'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8076'THE MARK IS ABOUT 10.3 MI SOUTH OF BRONSON, IN SECTION 3, TOWNSHIP 14 DG8076'SOUTH, RANGE 17 EAST. DG8076' DG8076'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8076'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8076'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8076'COUNTY ROAD 337 FOR 5.05 MI TO THE MARK ON THE LEFT, A STAINLESS DG8076'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.8 FT WITH AN NGS LOGO CAP DG8076'FLUSH WITH THE GROUND AND ABOUT 4.0 FT ABOVE THE LEVEL OF COUNTY ROAD DG8076'337, THE DATUM POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS DG8076'LOGO CAP. DG8076' DG8076'LOCATED 52.1 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, DG8076'1.2 FT WEST OF A BARB WIRE FENCE AND 0.8 FT WEST OF A CARSONITE DG8076'WITNESS POST. DG8076' DG8076'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8076' DG8076'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9865 *********************************************************************** DG9865 DESIGNATION - H 586 DG9865 PID - DG9865 DG9865 STATE/COUNTY- FL/LEVY DG9865 USGS QUAD - TIDEWATER (1991) DG9865 DG9865 *CURRENT SURVEY CONTROL DG9865 ___________________________________________________________________ DG9865* NAD 83(1986)- 29 09 51. (N) 082 33 43. (W) SCALED DG9865* NAVD 88 - 16.804 (meters) 55.13 (feet) ADJUSTED DG9865 ___________________________________________________________________ DG9865 GEOID HEIGHT- -27.55 (meters) GEOID03 DG9865 DYNAMIC HT - 16.781 (meters) 55.06 (feet) COMP DG9865 MODELED GRAV- 979,247.1 (mgal) NAVD 88 DG9865 DG9865 VERT ORDER - SECOND CLASS I DG9865 DG9865.The horizontal coordinates were scaled from a topographic map and have DG9865.an estimated accuracy of +/- 6 seconds. DG9865 DG9865.The orthometric height was determined by differential leveling DG9865.and adjusted by the National Geodetic Survey in May 2005. DG9865.No vertical observational check was made to the station. DG9865 DG9865.Photographs are available for this station. DG9865 DG9865.The geoid height was determined by GEOID03. DG9865 DG9865.The dynamic height is computed by dividing the NAVD 88 DG9865.geopotential number by the normal gravity value computed on the DG9865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9865.degrees latitude (g = 980.6199 gals.). DG9865 DG9865.The modeled gravity was interpolated from observed gravity values. DG9865 DG9865; North East Units Estimated Accuracy DG9865;SPC FL W - 535,360. 145,330. MT (+/- 180 meters Scaled) DG9865 DG9865 SUPERSEDED SURVEY CONTROL DG9865 DG9865.No superseded survey control is available for this station. DG9865 DG9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN480271(NAD 83) DG9865_MARKER: DD = SURVEY DISK DG9865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9865_STAMPING: H 586 2003 DG9865_MARK LOGO: FLDEP DG9865_PROJECTION: FLUSH DG9865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9865+STABILITY: SURFACE MOTION DG9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9865+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003 DG9865 DG9865 HISTORY - Date Condition Report By DG9865 HISTORY - 20030726 MONUMENTED FLDEP DG9865 DG9865 STATION DESCRIPTION DG9865 DG9865'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9865'THE MARK IS ABOUT 9.6 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 23, DG9865'TOWNSHIP 15 SOUTH, RANGE 17 EAST. DG9865' DG9865'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9865'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY DG9865'ROAD 337 FOR 3.4 MI TO THE JUNCTION OF SOUTHEAST 114TH PLACE ON THE DG9865'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE DG9865'MONUMENT FLUSH WITH THE GROUND AND ABOUT 4.0 FT BELOW THE LEVEL OF DG9865'COUNTY ROAD 337. DG9865' DG9865'LOCATED 38.1 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9865'ROAD 337, 23.4 FT SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DG9865'SOUTHEAST 114TH STREET, 2.1 FT EAST-NORTHEAST OF A BARB WIRE FENCE DG9865'AND 2.0 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST. DG9865' DG9865'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8048 *********************************************************************** DG8048 DESIGNATION - H 587 DG8048 PID - DG8048 DG8048 STATE/COUNTY- FL/LEVY DG8048 USGS QUAD - WILLISTON (1976) DG8048 DG8048 *CURRENT SURVEY CONTROL DG8048 ___________________________________________________________________ DG8048* NAD 83(1986)- 29 24 40. (N) 082 27 10. (W) SCALED DG8048* NAVD 88 - 26.438 (meters) 86.74 (feet) ADJUSTED DG8048 ___________________________________________________________________ DG8048 GEOID HEIGHT- -27.69 (meters) GEOID03 DG8048 DYNAMIC HT - 26.402 (meters) 86.62 (feet) COMP DG8048 MODELED GRAV- 979,272.6 (mgal) NAVD 88 DG8048 DG8048 VERT ORDER - FIRST CLASS II DG8048 DG8048.The horizontal coordinates were scaled from a topographic map and have DG8048.an estimated accuracy of +/- 6 seconds. DG8048 DG8048.The orthometric height was determined by differential leveling DG8048.and adjusted by the National Geodetic Survey in May 2005. DG8048 DG8048.Photographs are available for this station. DG8048 DG8048.The geoid height was determined by GEOID03. DG8048 DG8048.The dynamic height is computed by dividing the NAVD 88 DG8048.geopotential number by the normal gravity value computed on the DG8048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8048.degrees latitude (g = 980.6199 gals.). DG8048 DG8048.The modeled gravity was interpolated from observed gravity values. DG8048 DG8048; North East Units Estimated Accuracy DG8048;SPC FL W - 562,680. 156,060. MT (+/- 180 meters Scaled) DG8048 DG8048 SUPERSEDED SURVEY CONTROL DG8048 DG8048.No superseded survey control is available for this station. DG8048 DG8048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN590544(NAD 83) DG8048_MARKER: DD = SURVEY DISK DG8048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8048_STAMPING: H 587 2003 DG8048_MARK LOGO: FLDEP DG8048_PROJECTION: RECESSED 8 CENTIMETERS DG8048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8048+STABILITY: SURFACE MOTION DG8048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8048+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2004 DG8048 DG8048 HISTORY - Date Condition Report By DG8048 HISTORY - 20030725 MONUMENTED FLDEP DG8048 HISTORY - 20040125 GOOD FLDEP DG8048 DG8048 STATION DESCRIPTION DG8048 DG8048'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8048'THE MARK IS ABOUT 1.75 MI NORTH OF WILLISTON, IN SECTION 30, TOWNSHIP DG8048'12 SOUTH, RANGE 19 EAST. DG8048' DG8048'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAYS 41, 27, STATE DG8048'ROAD 121 AND U.S. HIGHWAY 27 ALTERNATE IN WILLISTON, GO NORTH ON U.S. DG8048'HIGHWAYS 41, 27 FOR 1.7 MI TO THE JUNCTION OF NORTHEAST 55TH STREET DG8048'ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DG8048'CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND DG8048'LEVEL WITH U.S. HIGHWAYS 41, 27. DG8048' DG8048'LOCATED 51.1 FT EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. DG8048'HIGHWAYS 41, 27, 49.4 FT NORTH OF A WOODEN POWER POLE WITH 3 GUY DG8048'WIRES ATTACHED, 15.0 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE DG8048'OF NORTHEAST 55TH STREET, 2.5 FT SOUTH OF STATE ROAD DEPARTMENT DG8048'CONCRETE RIGHT OF WAY MARKER, 1.1 FT WEST-SOUTHWEST OF A HOG WIRE DG8048'FENCE AND 0.8 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST. DG8048' DG8048'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8048 DG8048 STATION RECOVERY (2004) DG8048 DG8048'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) DG8048'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8556 *********************************************************************** DG8556 DESIGNATION - H 588 DG8556 PID - DG8556 DG8556 STATE/COUNTY- FL/LEVY DG8556 USGS QUAD - YANKEETOWN SE (1991) DG8556 DG8556 *CURRENT SURVEY CONTROL DG8556 ___________________________________________________________________ DG8556* NAD 83(1986)- 29 02 19. (N) 082 35 31. (W) SCALED DG8556* NAVD 88 - 12.628 (meters) 41.43 (feet) ADJUSTED DG8556 ___________________________________________________________________ DG8556 GEOID HEIGHT- -27.43 (meters) GEOID03 DG8556 DYNAMIC HT - 12.610 (meters) 41.37 (feet) COMP DG8556 MODELED GRAV- 979,237.3 (mgal) NAVD 88 DG8556 DG8556 VERT ORDER - FIRST CLASS II DG8556 DG8556.The horizontal coordinates were scaled from a topographic map and have DG8556.an estimated accuracy of +/- 6 seconds. DG8556 DG8556.The orthometric height was determined by differential leveling DG8556.and adjusted by the National Geodetic Survey in May 2005. DG8556 DG8556.Photographs are available for this station. DG8556 DG8556.The geoid height was determined by GEOID03. DG8556 DG8556.The dynamic height is computed by dividing the NAVD 88 DG8556.geopotential number by the normal gravity value computed on the DG8556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8556.degrees latitude (g = 980.6199 gals.). DG8556 DG8556.The modeled gravity was interpolated from observed gravity values. DG8556 DG8556; North East Units Estimated Accuracy DG8556;SPC FL W - 521,450. 142,350. MT (+/- 180 meters Scaled) DG8556 DG8556 SUPERSEDED SURVEY CONTROL DG8556 DG8556.No superseded survey control is available for this station. DG8556 DG8556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN449133(NAD 83) DG8556_MARKER: F = FLANGE-ENCASED ROD DG8556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8556_STAMPING: H 588 2003 DG8556_MARK LOGO: NGS DG8556_PROJECTION: RECESSED 8 CENTIMETERS DG8556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8556+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 DG8556_ROD/PIPE-DEPTH: 9.7 meters DG8556 DG8556 HISTORY - Date Condition Report By DG8556 HISTORY - 20030824 MONUMENTED FLDEP DG8556 DG8556 STATION DESCRIPTION DG8556 DG8556'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8556'THE MARK IS ABOUT 4.8 MI EAST OF INGLIS, IN SECTION 33, TOWNSHIP 16 DG8556'SOUTH, RANGE 17 EAST. DG8556' DG8556'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8556'COUNTY ROAD 40 IN INGLIS, GO EAST ON COUNTY ROAD 40 FOR 4.8 MI TO THE DG8556'JUNCTION OF SOUTHEAST 105TH TERRACE ON THE RIGHT AND THE MARK ON THE DG8556'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.9 FT DG8556'WITH AN NGS LOGO CAP RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND DG8556'ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 40, THE DATUM POINT IS DG8556'RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8556' DG8556'LOCATED 115.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF AN DG8556'UNPAVED DRIVE CALLED ELIZABETHS WAY AT 10571 COUNTY ROAD 40, 47.2 FT DG8556'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 40, 2.0 DG8556'FT SOUTH-SOUTHEAST OF A BARB WIRE FENCE AND 1.8 FT SOUTH-SOUTHEAST OF DG8556'A CARSONITE WITNESS POST. DG8556' DG8556'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8556' DG8556'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8077 *********************************************************************** DG8077 DESIGNATION - J 585 DG8077 PID - DG8077 DG8077 STATE/COUNTY- FL/LEVY DG8077 USGS QUAD - BRONSON SE (1988) DG8077 DG8077 *CURRENT SURVEY CONTROL DG8077 ___________________________________________________________________ DG8077* NAD 83(1986)- 29 17 26. (N) 082 35 27. (W) SCALED DG8077* NAVD 88 - 22.386 (meters) 73.44 (feet) ADJUSTED DG8077 ___________________________________________________________________ DG8077 GEOID HEIGHT- -27.57 (meters) GEOID03 DG8077 DYNAMIC HT - 22.355 (meters) 73.34 (feet) COMP DG8077 MODELED GRAV- 979,261.0 (mgal) NAVD 88 DG8077 DG8077 VERT ORDER - FIRST CLASS II DG8077 DG8077.The horizontal coordinates were scaled from a topographic map and have DG8077.an estimated accuracy of +/- 6 seconds. DG8077 DG8077.The orthometric height was determined by differential leveling DG8077.and adjusted by the National Geodetic Survey in May 2005. DG8077.No vertical observational check was made to the station. DG8077 DG8077.Photographs are available for this station. DG8077 DG8077.The geoid height was determined by GEOID03. DG8077 DG8077.The dynamic height is computed by dividing the NAVD 88 DG8077.geopotential number by the normal gravity value computed on the DG8077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8077.degrees latitude (g = 980.6199 gals.). DG8077 DG8077.The modeled gravity was interpolated from observed gravity values. DG8077 DG8077; North East Units Estimated Accuracy DG8077;SPC FL W - 549,380. 142,590. MT (+/- 180 meters Scaled) DG8077 DG8077 SUPERSEDED SURVEY CONTROL DG8077 DG8077.No superseded survey control is available for this station. DG8077 DG8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN454412(NAD 83) DG8077_MARKER: DD = SURVEY DISK DG8077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8077_STAMPING: J 585 2003 DG8077_MARK LOGO: FLDEP DG8077_PROJECTION: FLUSH DG8077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8077+STABILITY: SURFACE MOTION DG8077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8077+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8077 DG8077 HISTORY - Date Condition Report By DG8077 HISTORY - 20030723 MONUMENTED FLDEP DG8077 DG8077 STATION DESCRIPTION DG8077 DG8077'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8077'THE MARK IS ABOUT 11.2 MI SOUTH OF BRONSON, IN SECTION 3, TOWNSHIP 14 DG8077'SOUTH, RANGE 17 EAST. DG8077' DG8077'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8077'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8077'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8077'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326 AND DG8077'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG8077'FLUSH WITH THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD DG8077'337. DG8077' DG8077'LOCATED 82.3 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD DG8077'326, 49.8 FT WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, DG8077'41.2 FT NORTH OF POWER POLE NUMBER 101160-090232, 2.6 FT EAST OF A DG8077'WOODEN 3-RAIL FENCE AND 1.4 FT EAST OF A CARSONITE WITNESS POST. DG8077' DG8077'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9866 *********************************************************************** DG9866 DESIGNATION - J 586 DG9866 PID - DG9866 DG9866 STATE/COUNTY- FL/LEVY DG9866 USGS QUAD - TIDEWATER (1991) DG9866 DG9866 *CURRENT SURVEY CONTROL DG9866 ___________________________________________________________________ DG9866* NAD 83(1986)- 29 08 56. (N) 082 33 18. (W) SCALED DG9866* NAVD 88 - 23.181 (meters) 76.05 (feet) ADJUSTED DG9866 ___________________________________________________________________ DG9866 GEOID HEIGHT- -27.55 (meters) GEOID03 DG9866 DYNAMIC HT - 23.148 (meters) 75.94 (feet) COMP DG9866 MODELED GRAV- 979,245.2 (mgal) NAVD 88 DG9866 DG9866 VERT ORDER - SECOND CLASS I DG9866 DG9866.The horizontal coordinates were scaled from a topographic map and have DG9866.an estimated accuracy of +/- 6 seconds. DG9866 DG9866.The orthometric height was determined by differential leveling DG9866.and adjusted by the National Geodetic Survey in May 2005. DG9866.No vertical observational check was made to the station. DG9866 DG9866.Photographs are available for this station. DG9866 DG9866.The geoid height was determined by GEOID03. DG9866 DG9866.The dynamic height is computed by dividing the NAVD 88 DG9866.geopotential number by the normal gravity value computed on the DG9866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9866.degrees latitude (g = 980.6199 gals.). DG9866 DG9866.The modeled gravity was interpolated from observed gravity values. DG9866 DG9866; North East Units Estimated Accuracy DG9866;SPC FL W - 533,660. 146,000. MT (+/- 180 meters Scaled) DG9866 DG9866 SUPERSEDED SURVEY CONTROL DG9866 DG9866.No superseded survey control is available for this station. DG9866 DG9866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN487254(NAD 83) DG9866_MARKER: DD = SURVEY DISK DG9866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9866_STAMPING: J 586 2003 DG9866_MARK LOGO: FLDEP DG9866_PROJECTION: RECESSED 5 CENTIMETERS DG9866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9866+STABILITY: SURFACE MOTION DG9866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9866+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003 DG9866 DG9866 HISTORY - Date Condition Report By DG9866 HISTORY - 20030726 MONUMENTED FLDEP DG9866 DG9866 STATION DESCRIPTION DG9866 DG9866'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9866'THE MARK IS ABOUT 8.5 MI NORTHWEST OF DUNNELLON, IN SECTION 28, DG9866'TOWNSHIP 15 SOUTH, RANGE 17 EAST. DG9866' DG9866'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9866'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY DG9866'ROAD 337 FOR 4.55 MI TO THE JUNCTION OF SOUTHEAST 125TH LANE ON THE DG9866'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE DG9866'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 DG9866'FT BELOW THE LEVEL OF COUNTY ROAD 337. DG9866' DG9866'LOCATED 41.8 FT EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9866'ROAD 337, 31.9 FT NORTH-NORTHWEST OF THE APPROXIMATE EXTENDED DG9866'CENTERLINE OF SOUTHEAST 125TH LANE, 1.3 FT WEST-SOUTHWEST OF A HOG DG9866'WIRE FENCE AND 0.8 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST. DG9866' DG9866'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8557 *********************************************************************** DG8557 DESIGNATION - J 588 DG8557 PID - DG8557 DG8557 STATE/COUNTY- FL/LEVY DG8557 USGS QUAD - YANKEETOWN SE (1991) DG8557 DG8557 *CURRENT SURVEY CONTROL DG8557 ___________________________________________________________________ DG8557* NAD 83(1986)- 29 03 08. (N) 082 33 14. (W) SCALED DG8557* NAVD 88 - 17.023 (meters) 55.85 (feet) ADJUSTED DG8557 ___________________________________________________________________ DG8557 GEOID HEIGHT- -27.48 (meters) GEOID03 DG8557 DYNAMIC HT - 16.999 (meters) 55.77 (feet) COMP DG8557 MODELED GRAV- 979,236.2 (mgal) NAVD 88 DG8557 DG8557 VERT ORDER - FIRST CLASS II DG8557 DG8557.The horizontal coordinates were scaled from a topographic map and have DG8557.an estimated accuracy of +/- 6 seconds. DG8557 DG8557.The orthometric height was determined by differential leveling DG8557.and adjusted by the National Geodetic Survey in May 2005. DG8557.No vertical observational check was made to the station. DG8557 DG8557.Photographs are available for this station. DG8557 DG8557.The geoid height was determined by GEOID03. DG8557 DG8557.The dynamic height is computed by dividing the NAVD 88 DG8557.geopotential number by the normal gravity value computed on the DG8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8557.degrees latitude (g = 980.6199 gals.). DG8557 DG8557.The modeled gravity was interpolated from observed gravity values. DG8557 DG8557; North East Units Estimated Accuracy DG8557;SPC FL W - 522,940. 146,060. MT (+/- 180 meters Scaled) DG8557 DG8557 SUPERSEDED SURVEY CONTROL DG8557 DG8557.No superseded survey control is available for this station. DG8557 DG8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN487147(NAD 83) DG8557_MARKER: F = FLANGE-ENCASED ROD DG8557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8557_STAMPING: J 588 2003 DG8557_MARK LOGO: NGS DG8557_PROJECTION: FLUSH DG8557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8557+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003 DG8557_ROD/PIPE-DEPTH: 13.4 meters DG8557 DG8557 HISTORY - Date Condition Report By DG8557 HISTORY - 20031002 MONUMENTED FLDEP DG8557 HISTORY - 20031119 GOOD FLDEP DG8557 DG8557 STATION DESCRIPTION DG8557 DG8557'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8557'THE MARK IS ABOUT 5.7 MI WEST OF DUNNELLON, IN SECTION 35, TOWNSHIP 16 DG8557'SOUTH, RANGE 17 EAST. DG8557' DG8557'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROAD DG8557'40, 336 IN DUNNELLON, GO WEST ON COUNTY ROAD 40, 336 FOR 4.15 MI TO DG8557'THE JUNCTION OF COUNTY ROAD 336 ON THE RIGHT, CONTINUE WEST ON COUNTY DG8557'ROAD 40 FOR 2.2 MI TO THE JUNCTION OF SOUTHEAST 127TH TERRACE ON THE DG8557'LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO DG8557'REFUSAL AT A DEPTH OF 43.8 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG8557'GROUND AND ABOUT 2.5 FT BELOW THE LEVEL OF COUNTY ROAD 40, THE DATUM DG8557'POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8557' DG8557'LOCATED 248.0 FT EAST OF THE APPROXIMATE CENTER OF SOUTHEAST 127TH DG8557'TERRACE, 49.1 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD DG8557'40, 1.5 FT NORTH OF A BARB WIRE FENCE AND 1.3 FT NORTH OF A CARSONITE DG8557'WITNESS POST. DG8557' DG8557'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8557' DG8557'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8557 DG8557 STATION RECOVERY (2003) DG8557 DG8557'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) DG8557'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8078 *********************************************************************** DG8078 DESIGNATION - K 585 DG8078 PID - DG8078 DG8078 STATE/COUNTY- FL/LEVY DG8078 USGS QUAD - BRONSON SE (1988) DG8078 DG8078 *CURRENT SURVEY CONTROL DG8078 ___________________________________________________________________ DG8078* NAD 83(1986)- 29 16 34. (N) 082 35 09. (W) SCALED DG8078* NAVD 88 - 22.215 (meters) 72.88 (feet) ADJUSTED DG8078 ___________________________________________________________________ DG8078 GEOID HEIGHT- -27.57 (meters) GEOID03 DG8078 DYNAMIC HT - 22.184 (meters) 72.78 (feet) COMP DG8078 MODELED GRAV- 979,259.4 (mgal) NAVD 88 DG8078 DG8078 VERT ORDER - FIRST CLASS II DG8078 DG8078.The horizontal coordinates were scaled from a topographic map and have DG8078.an estimated accuracy of +/- 6 seconds. DG8078 DG8078.The orthometric height was determined by differential leveling DG8078.and adjusted by the National Geodetic Survey in May 2005. DG8078.No vertical observational check was made to the station. DG8078 DG8078.Photographs are available for this station. DG8078 DG8078.The geoid height was determined by GEOID03. DG8078 DG8078.The dynamic height is computed by dividing the NAVD 88 DG8078.geopotential number by the normal gravity value computed on the DG8078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8078.degrees latitude (g = 980.6199 gals.). DG8078 DG8078.The modeled gravity was interpolated from observed gravity values. DG8078 DG8078; North East Units Estimated Accuracy DG8078;SPC FL W - 547,770. 143,070. MT (+/- 180 meters Scaled) DG8078 DG8078 SUPERSEDED SURVEY CONTROL DG8078 DG8078.No superseded survey control is available for this station. DG8078 DG8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN459396(NAD 83) DG8078_MARKER: DD = SURVEY DISK DG8078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8078_STAMPING: K 585 2003 DG8078_MARK LOGO: FLDEP DG8078_PROJECTION: FLUSH DG8078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8078+STABILITY: SURFACE MOTION DG8078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8078+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8078 DG8078 HISTORY - Date Condition Report By DG8078 HISTORY - 20030723 MONUMENTED FLDEP DG8078 DG8078 STATION DESCRIPTION DG8078 DG8078'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8078'THE MARK IS ABOUT 12.2 MI SOUTH OF BRONSON, IN SECTION 11, TOWNSHIP 14 DG8078'SOUTH, RANGE 17 EAST. DG8078' DG8078'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8078'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8078'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8078'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8078'CONTINUE SOUTH ON COUNTY ROAD 337 FOR 1.0 MI TO THE JUNCTION OF DG8078'SOUTHEAST 40TH STREET ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE DG8078'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 DG8078'FT BELOW THE LEVEL OF COUNTY ROAD 337. DG8078' DG8078'LOCATED 82.3 FT NORTH OF THE APPROXIMATE CENTERLINE OF SOUTHEAST 40TH DG8078'STREET, 69.2 FT NORTH OF POWER POLE NUMBER 101336-089701, 52.6 FT DG8078'EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 1.8 FT WEST OF DG8078'A HOG WIRE FENCE AND 0.8 FT WEST OF A CARSONITE WITNESS POST. DG8078' DG8078'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9867 *********************************************************************** DG9867 DESIGNATION - K 586 DG9867 PID - DG9867 DG9867 STATE/COUNTY- FL/LEVY DG9867 USGS QUAD - TIDEWATER (1991) DG9867 DG9867 *CURRENT SURVEY CONTROL DG9867 ___________________________________________________________________ DG9867* NAD 83(1986)- 29 08 15. (N) 082 33 44. (W) SCALED DG9867* NAVD 88 - 22.027 (meters) 72.27 (feet) ADJUSTED DG9867 ___________________________________________________________________ DG9867 GEOID HEIGHT- -27.53 (meters) GEOID03 DG9867 DYNAMIC HT - 21.996 (meters) 72.17 (feet) COMP DG9867 MODELED GRAV- 979,244.6 (mgal) NAVD 88 DG9867 DG9867 VERT ORDER - SECOND CLASS I DG9867 DG9867.The horizontal coordinates were scaled from a topographic map and have DG9867.an estimated accuracy of +/- 6 seconds. DG9867 DG9867.The orthometric height was determined by differential leveling DG9867.and adjusted by the National Geodetic Survey in May 2005. DG9867.No vertical observational check was made to the station. DG9867 DG9867.Photographs are available for this station. DG9867 DG9867.The geoid height was determined by GEOID03. DG9867 DG9867.The dynamic height is computed by dividing the NAVD 88 DG9867.geopotential number by the normal gravity value computed on the DG9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9867.degrees latitude (g = 980.6199 gals.). DG9867 DG9867.The modeled gravity was interpolated from observed gravity values. DG9867 DG9867; North East Units Estimated Accuracy DG9867;SPC FL W - 532,400. 145,290. MT (+/- 180 meters Scaled) DG9867 DG9867 SUPERSEDED SURVEY CONTROL DG9867 DG9867.No superseded survey control is available for this station. DG9867 DG9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN480242(NAD 83) DG9867_MARKER: F = FLANGE-ENCASED ROD DG9867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9867_STAMPING: K 586 2003 DG9867_MARK LOGO: NGS DG9867_PROJECTION: FLUSH DG9867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9867+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003 DG9867_ROD/PIPE-DEPTH: 5.9 meters DG9867 DG9867 HISTORY - Date Condition Report By DG9867 HISTORY - 20030727 MONUMENTED FLDEP DG9867 DG9867 STATION DESCRIPTION DG9867 DG9867'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9867'THE MARK IS ABOUT 8.3 MI NORTHWEST OF DUNNELLON, IN SECTION 35, DG9867'TOWNSHIP 15 SOUTH, RANGE 17 EAST. DG9867' DG9867'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9867'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO SOUTH ON COUNTY DG9867'ROAD 337 FOR 5.7 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DG9867'DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH AN NGS LOGO CAP FLUSH DG9867'WITH THE GROUND AND LEVEL WITH COUNTY ROAD 337, THE DATUM POINT IS DG9867'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9867' DG9867'LOCATED 38.2 FT SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF DG9867'COUNTY ROAD 337, 16.8 FT WEST-SOUTHWEST OF A WOODEN POWER POLE AND DG9867'1.0 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST. DG9867' DG9867'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG9867' DG9867'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0818 *********************************************************************** AR0818 DESIGNATION - L 267 AR0818 PID - AR0818 AR0818 STATE/COUNTY- FL/LEVY AR0818 USGS QUAD - MORRISTON (1993) AR0818 AR0818 *CURRENT SURVEY CONTROL AR0818 ___________________________________________________________________ AR0818* NAD 83(1986)- 29 19 51. (N) 082 27 05. (W) SCALED AR0818* NAVD 88 - 20.169 (meters) 66.17 (feet) ADJUSTED AR0818 ___________________________________________________________________ AR0818 GEOID HEIGHT- -27.68 (meters) GEOID03 AR0818 DYNAMIC HT - 20.141 (meters) 66.08 (feet) COMP AR0818 MODELED GRAV- 979,262.3 (mgal) NAVD 88 AR0818 AR0818 VERT ORDER - FIRST CLASS II AR0818 AR0818.The horizontal coordinates were scaled from a topographic map and have AR0818.an estimated accuracy of +/- 6 seconds. AR0818 AR0818.The orthometric height was determined by differential leveling AR0818.and adjusted by the National Geodetic Survey in May 2005. AR0818.No vertical observational check was made to the station. AR0818 AR0818.Photographs are available for this station. AR0818 AR0818.The geoid height was determined by GEOID03. AR0818 AR0818.The dynamic height is computed by dividing the NAVD 88 AR0818.geopotential number by the normal gravity value computed on the AR0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0818.degrees latitude (g = 980.6199 gals.). AR0818 AR0818.The modeled gravity was interpolated from observed gravity values. AR0818 AR0818; North East Units Estimated Accuracy AR0818;SPC FL W - 553,780. 156,160. MT (+/- 180 meters Scaled) AR0818 AR0818 SUPERSEDED SURVEY CONTROL AR0818 AR0818 NAVD 88 (06/15/91) 20.198 (m) 66.27 (f) UNKNOWN 1 1 AR0818 NGVD 29 (??/??/92) 20.450 (m) 67.09 (f) ADJ UNCH 1 1 AR0818 AR0818.Superseded values are not recommended for survey control. AR0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0818.See file dsdata.txt to determine how the superseded data were derived. AR0818 AR0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN590455(NAD 83) AR0818_MARKER: DB = BENCH MARK DISK AR0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0818_STAMPING: L 267 1966 AR0818_MARK LOGO: CGS AR0818_PROJECTION: FLUSH AR0818_MAGNETIC: N = NO MAGNETIC MATERIAL AR0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0818+STABILITY: SURFACE MOTION AR0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0818+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AR0818 AR0818 HISTORY - Date Condition Report By AR0818 HISTORY - 1966 MONUMENTED CGS AR0818 HISTORY - 1990 GOOD LOCSUR AR0818 HISTORY - 20030908 GOOD FLDEP AR0818 AR0818 STATION DESCRIPTION AR0818 AR0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0818'4 MI S FROM WILLISTON. AR0818'4.0 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AR0818'FREIGHT STATION AT WILLISTON, 0.15 MILE SOUTHEAST OF MILEPOST AR0818'734, 299 FEET NORTH OF THE CENTER OF THE CROSSING OF A BLACK AR0818'TOPPED ROAD, 53.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 4.0 AR0818'FEET NORTHWEST OF A FENCE CORNER, 56 FEET SOUTH-SOUTHEAST OF AR0818'THE 5TH TELEPHONE POLE SOUTHEAST OF THE MILEPOST, 1.5 FEET AR0818'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE AR0818'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING AR0818'0.3 FOOT. ALSO 3.8 MILES NORTH ALONG THE SEABOARD AIR LINE AR0818'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 326 AT MORRISTON. AR0818 AR0818 STATION RECOVERY (1990) AR0818 AR0818'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (WT) AR0818'RECOVERED IN GOOD CONDITION. AR0818 AR0818 STATION RECOVERY (2003) AR0818 AR0818'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0818'THE MARK IS ABOUT 3.9 MI SOUTH OF WILLISTON, IN SECTION 19, TOWNSHIP AR0818'13 SOUTH, RANGE 19 EAST. AR0818' AR0818'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, AR0818'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF AR0818'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 3.85 MI TO THE JUNCTION OF AR0818'COUNTY ROAD 322 ON THE LEFT, TURN LEFT ON COUNTY ROAD 322 AND GO EAST AR0818'FOR 0.15 MI TO THE JUNCTION OF NORTHEAST 92ND TERRACE ON THE LEFT, AR0818'TURN LEFT ON NORTHEAST 92ND TERRACE AND GO NORTH FOR 0.05 MI TO THE AR0818'MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH AR0818'THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF NORTHEAST 92ND AR0818'TERRACE. AR0818' AR0818'LOCATED 299.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD AR0818'322, 56.2 FT EAST OF THE APPROXIMATE CENTERLINE OF NORTHEAST 92ND AR0818'STREET, 4.1 FT NORTHEAST OF A CARSONITE WITNESS POST, 1.5 FT AR0818'NORTHWEST OF A METAL WITNESS POST AND CENTERED BETWEEN 2 HOG WIRE AR0818'FENCES. AR0818' AR0818'NOTE RAILROAD TRACKS IN PREVIOUS DESCRIPTION ARE NO LONGER PRESENT. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8079 *********************************************************************** DG8079 DESIGNATION - L 585 DG8079 PID - DG8079 DG8079 STATE/COUNTY- FL/LEVY DG8079 USGS QUAD - BRONSON SE (1988) DG8079 DG8079 *CURRENT SURVEY CONTROL DG8079 ___________________________________________________________________ DG8079* NAD 83(1986)- 29 15 55. (N) 082 34 58. (W) SCALED DG8079* NAVD 88 - 22.212 (meters) 72.87 (feet) ADJUSTED DG8079 ___________________________________________________________________ DG8079 GEOID HEIGHT- -27.57 (meters) GEOID03 DG8079 DYNAMIC HT - 22.181 (meters) 72.77 (feet) COMP DG8079 MODELED GRAV- 979,258.1 (mgal) NAVD 88 DG8079 DG8079 VERT ORDER - FIRST CLASS II DG8079 DG8079.The horizontal coordinates were scaled from a topographic map and have DG8079.an estimated accuracy of +/- 6 seconds. DG8079 DG8079.The orthometric height was determined by differential leveling DG8079.and adjusted by the National Geodetic Survey in May 2005. DG8079.No vertical observational check was made to the station. DG8079 DG8079.Photographs are available for this station. DG8079 DG8079.The geoid height was determined by GEOID03. DG8079 DG8079.The dynamic height is computed by dividing the NAVD 88 DG8079.geopotential number by the normal gravity value computed on the DG8079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8079.degrees latitude (g = 980.6199 gals.). DG8079 DG8079.The modeled gravity was interpolated from observed gravity values. DG8079 DG8079; North East Units Estimated Accuracy DG8079;SPC FL W - 546,570. 143,360. MT (+/- 180 meters Scaled) DG8079 DG8079 SUPERSEDED SURVEY CONTROL DG8079 DG8079.No superseded survey control is available for this station. DG8079 DG8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN462384(NAD 83) DG8079_MARKER: F = FLANGE-ENCASED ROD DG8079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8079_STAMPING: L 585 2003 DG8079_MARK LOGO: NGS DG8079_PROJECTION: FLUSH DG8079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8079+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8079_ROD/PIPE-DEPTH: 13.4 meters DG8079 DG8079 HISTORY - Date Condition Report By DG8079 HISTORY - 20030723 MONUMENTED FLDEP DG8079 DG8079 STATION DESCRIPTION DG8079 DG8079'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8079'THE MARK IS ABOUT 13.0 MI SOUTH OF BRONSON, IN SECTION 14, TOWNSHIP 14 DG8079'SOUTH, RANGE 17 EAST. DG8079' DG8079'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8079'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8079'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8079'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8079'CONTINUE SOUTH ON COUNTY ROAD 337 FOR 1.8 MI TO THE MARK ON THE RIGHT, DG8079'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.9 FT WITH AN DG8079'NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 337, DG8079'THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO DG8079'CAP. DG8079' DG8079'LOCATED 51.8 FT WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, DG8079'26.5 FT NORTH OF POWER POLE NUMBER 492426, 1.1 FT EAST OF A HOG WIRE DG8079'FENCE AND 0.6 FT EAST OF A CARSONITE WITNESS POST. DG8079' DG8079'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8079' DG8079'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9869 *********************************************************************** DG9869 DESIGNATION - L 586 DG9869 PID - DG9869 DG9869 STATE/COUNTY- FL/LEVY DG9869 USGS QUAD - YANKEETOWN SE (1991) DG9869 DG9869 *CURRENT SURVEY CONTROL DG9869 ___________________________________________________________________ DG9869* NAD 83(1986)- 29 07 03. (N) 082 33 47. (W) SCALED DG9869* NAVD 88 - 22.239 (meters) 72.96 (feet) ADJUSTED DG9869 ___________________________________________________________________ DG9869 GEOID HEIGHT- -27.52 (meters) GEOID03 DG9869 DYNAMIC HT - 22.208 (meters) 72.86 (feet) COMP DG9869 MODELED GRAV- 979,242.8 (mgal) NAVD 88 DG9869 DG9869 VERT ORDER - SECOND CLASS I DG9869 DG9869.The horizontal coordinates were scaled from a topographic map and have DG9869.an estimated accuracy of +/- 6 seconds. DG9869 DG9869.The orthometric height was determined by differential leveling DG9869.and adjusted by the National Geodetic Survey in May 2005. DG9869.No vertical observational check was made to the station. DG9869 DG9869.Photographs are available for this station. DG9869 DG9869.The geoid height was determined by GEOID03. DG9869 DG9869.The dynamic height is computed by dividing the NAVD 88 DG9869.geopotential number by the normal gravity value computed on the DG9869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9869.degrees latitude (g = 980.6199 gals.). DG9869 DG9869.The modeled gravity was interpolated from observed gravity values. DG9869 DG9869; North East Units Estimated Accuracy DG9869;SPC FL W - 530,180. 145,200. MT (+/- 180 meters Scaled) DG9869 DG9869 SUPERSEDED SURVEY CONTROL DG9869 DG9869.No superseded survey control is available for this station. DG9869 DG9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN479220(NAD 83) DG9869_MARKER: DD = SURVEY DISK DG9869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9869_STAMPING: L 586 2003 DG9869_MARK LOGO: FLDEP DG9869_PROJECTION: RECESSED 5 CENTIMETERS DG9869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9869+STABILITY: SURFACE MOTION DG9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9869+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003 DG9869 DG9869 HISTORY - Date Condition Report By DG9869 HISTORY - 20030726 MONUMENTED FLDEP DG9869 DG9869 STATION DESCRIPTION DG9869 DG9869'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9869'THE MARK IS ABOUT 7.5 MI NORTHWEST OF DUNNELLON, IN SECTION 2, DG9869'TOWNSHIP 16 SOUTH, RANGE 17 EAST. DG9869' DG9869'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 40 AND COUNTY ROAD DG9869'336 ABOUT 3.7 MI WEST OF DUNNELLON, GO NORTHWEST ON COUNTY ROAD 336 DG9869'FOR 4.8 MI TO THE JUNCTION OF DIXON ROAD ON THE LEFT AND THE MARK ON DG9869'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT DG9869'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH DIXON ROAD. DG9869' DG9869'LOCATED 68.8 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9869'ROAD 336, 16.2 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF DG9869'DIXON ROAD AND 1.5 FT SOUTHEAST OF A CARSONITE WITNESS POST. DG9869' DG9869'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9568 *********************************************************************** DG9568 DESIGNATION - L 589 DG9568 PID - DG9568 DG9568 STATE/COUNTY- FL/LEVY DG9568 USGS QUAD - WILLISTON (1976) DG9568 DG9568 *CURRENT SURVEY CONTROL DG9568 ___________________________________________________________________ DG9568* NAD 83(1986)- 29 23 17. (N) 082 25 53. (W) SCALED DG9568* NAVD 88 - 22.103 (meters) 72.52 (feet) ADJUSTED DG9568 ___________________________________________________________________ DG9568 GEOID HEIGHT- -27.70 (meters) GEOID03 DG9568 DYNAMIC HT - 22.073 (meters) 72.42 (feet) COMP DG9568 MODELED GRAV- 979,269.6 (mgal) NAVD 88 DG9568 DG9568 VERT ORDER - FIRST CLASS II DG9568 DG9568.The horizontal coordinates were scaled from a topographic map and have DG9568.an estimated accuracy of +/- 6 seconds. DG9568 DG9568.The orthometric height was determined by differential leveling DG9568.and adjusted by the National Geodetic Survey in May 2005. DG9568 DG9568.The geoid height was determined by GEOID03. DG9568 DG9568.The dynamic height is computed by dividing the NAVD 88 DG9568.geopotential number by the normal gravity value computed on the DG9568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9568.degrees latitude (g = 980.6199 gals.). DG9568 DG9568.The modeled gravity was interpolated from observed gravity values. DG9568 DG9568; North East Units Estimated Accuracy DG9568;SPC FL W - 560,120. 158,130. MT (+/- 180 meters Scaled) DG9568 DG9568 SUPERSEDED SURVEY CONTROL DG9568 DG9568.No superseded survey control is available for this station. DG9568 DG9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN610518(NAD 83) DG9568_MARKER: F = FLANGE-ENCASED ROD DG9568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9568_STAMPING: L 589 2003 DG9568_MARK LOGO: NGS DG9568_PROJECTION: RECESSED 5 CENTIMETERS DG9568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9568+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003 DG9568_ROD/PIPE-DEPTH: 5.2 meters DG9568 DG9568 HISTORY - Date Condition Report By DG9568 HISTORY - 20031014 MONUMENTED FLDEP DG9568 DG9568 STATION DESCRIPTION DG9568 DG9568'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9568'THE MARK IS ABOUT 1.0 MI EAST OF WILLISTON, IN SECTION 5, TOWNSHIP 13 DG9568'SOUTH, RANGE 19 EAST. DG9568' DG9568'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, 27, STATE DG9568'ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 IN WILLISTON, GO EAST ON U.S. DG9568'HIGHWAY 27 FOR 0.95 MI TO THE MARK ON THE RIGHT, A STAINLESS STEEL DG9568'ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.1 FT WITH AN NGS LOGO CAP DG9568'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. DG9568'HIGHWAY 27, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE DG9568'NGS LOGO CAP. DG9568' DG9568'LOCATED 179.0 FT WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF AN DG9568'ASPHALT APPROACH LEADING TO A DIRT ROAD, 144.1 FT WEST-NORTHWEST OF DG9568'THE APPROXIMATE CENTER OF A CONCRETE CULVERT, 76.2 FT SOUTH-SOUTHWEST DG9568'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 27 SOUTHEAST-BOUND, 4.4 DG9568'FT NORTH OF A BARB WIRE FENCE AND 4.3 FT NORTH OF A CARSONITE WITNESS DG9568'POST. DG9568' DG9568'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9568' DG9568'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5920 *********************************************************************** AC5920 DESIGNATION - LEVY 22 AC5920 PID - AC5920 AC5920 STATE/COUNTY- FL/LEVY AC5920 USGS QUAD - BRONSON NE (1988) AC5920 AC5920 *CURRENT SURVEY CONTROL AC5920 ___________________________________________________________________ AC5920* NAD 83(1999)- 29 24 03.34431(N) 082 36 58.20657(W) ADJUSTED AC5920* NAVD 88 - 23.866 (meters) 78.30 (feet) ADJUSTED AC5920 ___________________________________________________________________ AC5920 X - 714,695.975 (meters) COMP AC5920 Y - -5,515,038.774 (meters) COMP AC5920 Z - 3,112,690.519 (meters) COMP AC5920 LAPLACE CORR- -0.71 (seconds) DEFLEC99 AC5920 ELLIP HEIGHT- -3.79 (meters) (05/31/01) GPS OBS AC5920 GEOID HEIGHT- -27.60 (meters) GEOID03 AC5920 DYNAMIC HT - 23.833 (meters) 78.19 (feet) COMP AC5920 MODELED GRAV- 979,272.6 (mgal) NAVD 88 AC5920 AC5920 HORZ ORDER - FIRST AC5920 VERT ORDER - FIRST CLASS II AC5920 ELLP ORDER - FOURTH CLASS I AC5920 AC5920.The horizontal coordinates were established by GPS observations AC5920.and adjusted by the National Geodetic Survey in May 2001. AC5920 AC5920.The orthometric height was determined by differential leveling AC5920.and adjusted by the National Geodetic Survey in May 2005. AC5920.No vertical observational check was made to the station. AC5920 AC5920.Photographs are available for this station. AC5920 AC5920.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5920 AC5920.The Laplace correction was computed from DEFLEC99 derived deflections. AC5920 AC5920.The ellipsoidal height was determined by GPS observations AC5920.and is referenced to NAD 83. AC5920 AC5920.The geoid height was determined by GEOID03. AC5920 AC5920.The dynamic height is computed by dividing the NAVD 88 AC5920.geopotential number by the normal gravity value computed on the AC5920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5920.degrees latitude (g = 980.6199 gals.). AC5920 AC5920.The modeled gravity was interpolated from observed gravity values. AC5920 AC5920; North East Units Scale Factor Converg. AC5920;SPC FL W - 561,623.894 140,197.282 MT 0.99998529 -0 18 09.0 AC5920;UTM 17 - 3,253,492.370 343,185.741 MT 0.99990343 -0 47 36.8 AC5920 AC5920! - Elev Factor x Scale Factor = Combined Factor AC5920!SPC FL W - 1.00000060 x 0.99998529 = 0.99998589 AC5920!UTM 17 - 1.00000060 x 0.99990343 = 0.99990403 AC5920 AC5920: Primary Azimuth Mark Grid Az AC5920:SPC FL W - LEVY 23 209 02 41.9 AC5920:UTM 17 - LEVY 23 209 32 09.7 AC5920 AC5920|---------------------------------------------------------------------| AC5920| PID Reference Object Distance Geod. Az | AC5920| dddmmss.s | AC5920| AC5921 LEVY 23 APPROX. 0.7 KM 2084432.9 | AC5920|---------------------------------------------------------------------| AC5920 AC5920 SUPERSEDED SURVEY CONTROL AC5920 AC5920 NAD 83(1990)- 29 24 03.34297(N) 082 36 58.20607(W) AD( ) 1 AC5920 ELLIP H (01/28/97) -3.72 (m) GP( ) 3 1 AC5920 AC5920.Superseded values are not recommended for survey control. AC5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5920.See file dsdata.txt to determine how the superseded data were derived. AC5920 AC5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4318653492(NAD 83) AC5920_MARKER: DH = HORIZONTAL CONTROL DISK AC5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5920_STAMPING: LEVY 22 1996 AC5920_MARK LOGO: NGS AC5920_PROJECTION: RECESSED 5 CENTIMETERS AC5920_MAGNETIC: N = NO MAGNETIC MATERIAL AC5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5920+STABILITY: SURFACE MOTION AC5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5920+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 AC5920 AC5920 HISTORY - Date Condition Report By AC5920 HISTORY - 1996 MONUMENTED DCJOHN AC5920 HISTORY - 20030725 GOOD FLDEP AC5920 AC5920 STATION DESCRIPTION AC5920 AC5920'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5920'THE STATION IS LOCATED APPROXIMATELY 11.5 MI (18.5 KM) SOUTHWEST OF AC5920'ARCHER, 10.5 MI (16.9 KM) NORTHEAST OF OTTER CREEK AND 3.5 MI (5.6 KM) AC5920'SOUTHEAST OF BRONSON.- THE STATION IS LOCATED IN THE NORTHWEST AC5920'QUADRANT OF THE INTERSECTION OF COUNTY ROAD 337 AND COUNTY ROAD 343, A AC5920'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH AC5920'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE GROUND. AC5920'THE STATION IS 47.4 FT (14.4 M) NORTHWEST OF THE CENTERLINE OF COUNTY AC5920'ROAD 343, 5.5 FT (1.7 M) SOUTHEAST OF A BARBED WIRE FENCE AND 3 FT AC5920'(0.9 M) SOUTHEAST OF A WITNESS POST.- REFERENCES-- NAIL AND DISC AC5920'(LB4514) , SET IN A POWER POLE, NORTH 14 DEGREES EAST AT 83.66 FT AC5920'(25.50 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, SOUTH 42 AC5920'DEGREES EAST AT 121.25 FT (36.96 M) - NAIL AND DISC (LB4514) , SET IN AC5920'A POWER POLE, SOUTH 19 DEGREES EAST AT 112.74 FT (34.36 M) AC5920 AC5920 STATION RECOVERY (2003) AC5920 AC5920'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5920'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5921 *********************************************************************** AC5921 DESIGNATION - LEVY 23 AC5921 PID - AC5921 AC5921 STATE/COUNTY- FL/LEVY AC5921 USGS QUAD - BRONSON NE (1988) AC5921 AC5921 *CURRENT SURVEY CONTROL AC5921 ___________________________________________________________________ AC5921* NAD 83(1999)- 29 23 44.11263(N) 082 37 10.25109(W) ADJUSTED AC5921* NAVD 88 - 22.184 (meters) 72.78 (feet) ADJUSTED AC5921 ___________________________________________________________________ AC5921 X - 714,411.081 (meters) COMP AC5921 Y - -5,515,367.304 (meters) COMP AC5921 Z - 3,112,173.810 (meters) COMP AC5921 LAPLACE CORR- -0.71 (seconds) DEFLEC99 AC5921 ELLIP HEIGHT- -5.47 (meters) (05/31/01) GPS OBS AC5921 GEOID HEIGHT- -27.60 (meters) GEOID03 AC5921 DYNAMIC HT - 22.153 (meters) 72.68 (feet) COMP AC5921 MODELED GRAV- 979,272.2 (mgal) NAVD 88 AC5921 AC5921 HORZ ORDER - FIRST AC5921 VERT ORDER - FIRST CLASS II AC5921 ELLP ORDER - FOURTH CLASS I AC5921 AC5921.The horizontal coordinates were established by GPS observations AC5921.and adjusted by the National Geodetic Survey in May 2001. AC5921 AC5921.The orthometric height was determined by differential leveling AC5921.and adjusted by the National Geodetic Survey in May 2005. AC5921.No vertical observational check was made to the station. AC5921 AC5921.Photographs are available for this station. AC5921 AC5921.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5921 AC5921.The Laplace correction was computed from DEFLEC99 derived deflections. AC5921 AC5921.The ellipsoidal height was determined by GPS observations AC5921.and is referenced to NAD 83. AC5921 AC5921.The geoid height was determined by GEOID03. AC5921 AC5921.The dynamic height is computed by dividing the NAVD 88 AC5921.geopotential number by the normal gravity value computed on the AC5921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5921.degrees latitude (g = 980.6199 gals.). AC5921 AC5921.The modeled gravity was interpolated from observed gravity values. AC5921 AC5921; North East Units Scale Factor Converg. AC5921;SPC FL W - 561,033.495 139,869.413 MT 0.99998577 -0 18 14.7 AC5921;UTM 17 - 3,252,904.850 342,852.852 MT 0.99990472 -0 47 42.3 AC5921 AC5921! - Elev Factor x Scale Factor = Combined Factor AC5921!SPC FL W - 1.00000086 x 0.99998577 = 0.99998663 AC5921!UTM 17 - 1.00000086 x 0.99990472 = 0.99990558 AC5921 AC5921: Primary Azimuth Mark Grid Az AC5921:SPC FL W - LEVY 22 029 02 41.7 AC5921:UTM 17 - LEVY 22 029 32 09.3 AC5921 AC5921|---------------------------------------------------------------------| AC5921| PID Reference Object Distance Geod. Az | AC5921| dddmmss.s | AC5921| AC5920 LEVY 22 APPROX. 0.7 KM 0284427.0 | AC5921|---------------------------------------------------------------------| AC5921 AC5921 SUPERSEDED SURVEY CONTROL AC5921 AC5921 NAD 83(1990)- 29 23 44.11129(N) 082 37 10.25059(W) AD( ) 1 AC5921 ELLIP H (01/28/97) -5.40 (m) GP( ) 3 1 AC5921 AC5921.Superseded values are not recommended for survey control. AC5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5921.See file dsdata.txt to determine how the superseded data were derived. AC5921 AC5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4285352905(NAD 83) AC5921_MARKER: DH = HORIZONTAL CONTROL DISK AC5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5921_STAMPING: LEVY 23 1996 AC5921_MARK LOGO: NGS AC5921_PROJECTION: RECESSED 5 CENTIMETERS AC5921_MAGNETIC: N = NO MAGNETIC MATERIAL AC5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5921+STABILITY: SURFACE MOTION AC5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5921+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003 AC5921 AC5921 HISTORY - Date Condition Report By AC5921 HISTORY - 1996 MONUMENTED DCJOHN AC5921 HISTORY - 20030725 GOOD FLDEP AC5921 AC5921 STATION DESCRIPTION AC5921 AC5921'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5921'THE STATION IS LOCATED APPROXIMATELY 11.5 MI (18.5 KM) SOUTHWEST OF AC5921'ARCHER, 10 MI (16.1 KM) NORTHEAST OF OTTER CREEK AND 3.8 MI (6.1 KM) AC5921'SOUTHEAST OF BRONSON.- TO REACH THE STATION FROM THE INTERSECTION OF AC5921'COUNTY ROAD 337 AND COUNTY ROAD 343, PROCEED SOUTHWEST ON COUNTY ROAD AC5921'343 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT, A BRASS NATIONAL AC5921'GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE AC5921'MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE GROUND. THE STATION IS AC5921'32.3 FT (9.8 M) NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 343, 24.6 AC5921'FT (7.5 M) SOUTHEAST OF AN BARBED WIRE FENCE, 9 FT (2.7 M) EAST OF A AC5921'DIRT DRIVE AND 13.45 FT (4.10 M) EAST OF A WITNESS POST.- REFERENCES-- AC5921'NAIL AND DISC (LB4514) , SET IN A POWER POLE, SOUTH 19 DEGREES WEST AT AC5921'350.2 FT (106.7 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, AC5921'NORTH 78 DEGREES EAST AT 103.95 FT (31.68 M) - NORTH 41 DEGREES EAST AC5921'AT 70.5 FT (21.5 M) TO ROAD SIGN- AC5921 AC5921 STATION RECOVERY (2003) AC5921 AC5921'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5921'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5939 *********************************************************************** AC5939 DESIGNATION - LEVY 41 AC5939 PID - AC5939 AC5939 STATE/COUNTY- FL/LEVY AC5939 USGS QUAD - MORRISTON (1993) AC5939 AC5939 *CURRENT SURVEY CONTROL AC5939 ___________________________________________________________________ AC5939* NAD 83(1999)- 29 18 37.48347(N) 082 27 02.91534(W) ADJUSTED AC5939* NAVD 88 - 18.692 (meters) 61.33 (feet) ADJUSTED AC5939 ___________________________________________________________________ AC5939 X - 731,255.254 (meters) COMP AC5939 Y - -5,517,824.523 (meters) COMP AC5939 Z - 3,103,943.246 (meters) COMP AC5939 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AC5939 ELLIP HEIGHT- -8.99 (meters) (05/31/01) GPS OBS AC5939 GEOID HEIGHT- -27.68 (meters) GEOID03 AC5939 DYNAMIC HT - 18.666 (meters) 61.24 (feet) COMP AC5939 MODELED GRAV- 979,259.4 (mgal) NAVD 88 AC5939 AC5939 HORZ ORDER - FIRST AC5939 VERT ORDER - FIRST CLASS II AC5939 ELLP ORDER - FOURTH CLASS I AC5939 AC5939.The horizontal coordinates were established by GPS observations AC5939.and adjusted by the National Geodetic Survey in May 2001. AC5939 AC5939.The orthometric height was determined by differential leveling AC5939.and adjusted by the National Geodetic Survey in May 2005. AC5939.No vertical observational check was made to the station. AC5939 AC5939.Photographs are available for this station. AC5939 AC5939.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5939 AC5939.The Laplace correction was computed from DEFLEC99 derived deflections. AC5939 AC5939.The ellipsoidal height was determined by GPS observations AC5939.and is referenced to NAD 83. AC5939 AC5939.The geoid height was determined by GEOID03. AC5939 AC5939.The dynamic height is computed by dividing the NAVD 88 AC5939.geopotential number by the normal gravity value computed on the AC5939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5939.degrees latitude (g = 980.6199 gals.). AC5939 AC5939.The modeled gravity was interpolated from observed gravity values. AC5939 AC5939; North East Units Scale Factor Converg. AC5939;SPC FL W - 551,517.915 156,207.805 MT 0.99996483 -0 13 14.5 AC5939;UTM 17 - 3,243,250.771 359,107.581 MT 0.99984495 -0 42 37.3 AC5939 AC5939! - Elev Factor x Scale Factor = Combined Factor AC5939!SPC FL W - 1.00000141 x 0.99996483 = 0.99996624 AC5939!UTM 17 - 1.00000141 x 0.99984495 = 0.99984636 AC5939 AC5939: Primary Azimuth Mark Grid Az AC5939:SPC FL W - LEVY 42 167 27 02.6 AC5939:UTM 17 - LEVY 42 167 56 25.4 AC5939 AC5939|---------------------------------------------------------------------| AC5939| PID Reference Object Distance Geod. Az | AC5939| dddmmss.s | AC5939| AC5940 LEVY 42 APPROX. 0.5 KM 1671348.1 | AC5939|---------------------------------------------------------------------| AC5939 AC5939 SUPERSEDED SURVEY CONTROL AC5939 AC5939 NAD 83(1990)- 29 18 37.48224(N) 082 27 02.91498(W) AD( ) 1 AC5939 ELLIP H (01/28/97) -8.93 (m) GP( ) 3 1 AC5939 AC5939.Superseded values are not recommended for survey control. AC5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5939.See file dsdata.txt to determine how the superseded data were derived. AC5939 AC5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5910843251(NAD 83) AC5939_MARKER: DH = HORIZONTAL CONTROL DISK AC5939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5939_STAMPING: LEVY 41 1996 AC5939_MARK LOGO: NGS AC5939_PROJECTION: RECESSED 8 CENTIMETERS AC5939_MAGNETIC: N = NO MAGNETIC MATERIAL AC5939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5939+STABILITY: SURFACE MOTION AC5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5939+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AC5939 AC5939 HISTORY - Date Condition Report By AC5939 HISTORY - 1996 MONUMENTED DCJOHN AC5939 HISTORY - 20030908 GOOD FLDEP AC5939 AC5939 STATION DESCRIPTION AC5939 AC5939'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5939'THE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) EAST OF OTTER AC5939'CREEK, 11 MI (17.7 KM) SOUTHEAST OF BRONSON AND 9 MI (14.5 KM) AC5939'SOUTHWEST OF WILLISTON. TO REACH THE STATION FROM THE INTERSECTION OF AC5939'STATE ROAD 121 AND COUNTY ROAD 326, PROCEED WEST ON COUNTY ROAD 326 AC5939'FOR 1.35 MI (2.17 KM) TO INTERSECTION WITH SOUTHEAST 130TH AVENUE. AC5939'PROCEED NORTH ON SOUTHEAST 130TH AVENUE FOR 1.2 MI (1.9 KM) TO AC5939'INTERSECTION WITH SOUTHEAST 16TH LANE (ALSO KNOWN AS HALTER DRIVE) . AC5939'PROCEED WEST ON SOUTHEAST 16TH LANE FOR 0.2 MI (0.3 KM) TO THE STATION AC5939'ON THE RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF AC5939'A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (0.1 M) BELOW THE AC5939'GROUND. THE STATION IS 34.5 FT (10.5 M) NORTH OF THE CENTERLINE OF AC5939'SOUTHEAST 16TH LANE AND 3 FT (0.9 M) SOUTH OF A WITNESS POST.- AC5939'REFERENCES-- NAIL AND DISC (LB4514) ,SET IN A POWER POLE, NORTH 88 AC5939'DEGREES WEST AT 153.49 FT (46.78 M) - NAIL AND DISC (LB4514) , SET IN AC5939'A POWER POLE, NORTH 89 DEGREES EAST AT 215.07 FT (65.55 M) - SOUTH 31 AC5939'DEGREES EAST AT 90.4 FT (27.6 M) TO A WOOD FENCE CORNER POST. AC5939 AC5939 STATION RECOVERY (2003) AC5939 AC5939'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5939'THE MARK IS ABOUT 5.4 MI SOUTH OF WILLISTON, IN SECTION 31, TOWNSHIP AC5939'13 SOUTH, RANGE 19 EAST. AC5939' AC5939'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, AC5939'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF AC5939'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF AC5939'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 41 AC5939'FOR 0.2 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND AC5939'CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND AC5939'LEVEL WITH U.S. HIGHWAY 41. AC5939' AC5939'LOCATED 45.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. AC5939'HIGHWAY 41, 5.1 FT EAST-NORTHEAST OF A BARB WIRE FENCE AND 4.9 FT AC5939'EAST-NORTHEAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5940 *********************************************************************** AC5940 DESIGNATION - LEVY 42 AC5940 PID - AC5940 AC5940 STATE/COUNTY- FL/LEVY AC5940 USGS QUAD - MORRISTON (1993) AC5940 AC5940 *CURRENT SURVEY CONTROL AC5940 ___________________________________________________________________ AC5940* NAD 83(1999)- 29 18 20.23695(N) 082 26 58.45573(W) ADJUSTED AC5940* NAVD 88 - 21.895 (meters) 71.83 (feet) ADJUSTED AC5940 ___________________________________________________________________ AC5940 X - 731,409.075 (meters) COMP AC5940 Y - -5,518,069.153 (meters) COMP AC5940 Z - 3,103,481.775 (meters) COMP AC5940 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AC5940 ELLIP HEIGHT- -5.79 (meters) (05/31/01) GPS OBS AC5940 GEOID HEIGHT- -27.68 (meters) GEOID03 AC5940 DYNAMIC HT - 21.864 (meters) 71.73 (feet) COMP AC5940 MODELED GRAV- 979,258.7 (mgal) NAVD 88 AC5940 AC5940 HORZ ORDER - FIRST AC5940 VERT ORDER - FIRST CLASS II AC5940 ELLP ORDER - FOURTH CLASS I AC5940 AC5940.The horizontal coordinates were established by GPS observations AC5940.and adjusted by the National Geodetic Survey in May 2001. AC5940 AC5940.The orthometric height was determined by differential leveling AC5940.and adjusted by the National Geodetic Survey in May 2005. AC5940.No vertical observational check was made to the station. AC5940 AC5940.Photographs are available for this station. AC5940 AC5940.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5940 AC5940.The Laplace correction was computed from DEFLEC99 derived deflections. AC5940 AC5940.The ellipsoidal height was determined by GPS observations AC5940.and is referenced to NAD 83. AC5940 AC5940.The geoid height was determined by GEOID03. AC5940 AC5940.The dynamic height is computed by dividing the NAVD 88 AC5940.geopotential number by the normal gravity value computed on the AC5940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5940.degrees latitude (g = 980.6199 gals.). AC5940 AC5940.The modeled gravity was interpolated from observed gravity values. AC5940 AC5940; North East Units Scale Factor Converg. AC5940;SPC FL W - 550,986.470 156,326.103 MT 0.99996470 -0 13 12.2 AC5940;UTM 17 - 3,242,718.398 359,221.320 MT 0.99984455 -0 42 34.7 AC5940 AC5940! - Elev Factor x Scale Factor = Combined Factor AC5940!SPC FL W - 1.00000091 x 0.99996470 = 0.99996561 AC5940!UTM 17 - 1.00000091 x 0.99984455 = 0.99984546 AC5940 AC5940: Primary Azimuth Mark Grid Az AC5940:SPC FL W - LEVY 41 347 27 02.5 AC5940:UTM 17 - LEVY 41 347 56 25.0 AC5940 AC5940|---------------------------------------------------------------------| AC5940| PID Reference Object Distance Geod. Az | AC5940| dddmmss.s | AC5940| AC5939 LEVY 41 APPROX. 0.5 KM 3471350.3 | AC5940|---------------------------------------------------------------------| AC5940 AC5940 SUPERSEDED SURVEY CONTROL AC5940 AC5940 NAD 83(1990)- 29 18 20.23575(N) 082 26 58.45538(W) AD( ) 1 AC5940 ELLIP H (01/28/97) -5.74 (m) GP( ) 3 1 AC5940 AC5940.Superseded values are not recommended for survey control. AC5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5940.See file dsdata.txt to determine how the superseded data were derived. AC5940 AC5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5922142718(NAD 83) AC5940_MARKER: DH = HORIZONTAL CONTROL DISK AC5940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5940_STAMPING: LEVY 42 1996 AC5940_MARK LOGO: NGS AC5940_PROJECTION: RECESSED 13 CENTIMETERS AC5940_MAGNETIC: N = NO MAGNETIC MATERIAL AC5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5940+STABILITY: SURFACE MOTION AC5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5940+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AC5940 AC5940 HISTORY - Date Condition Report By AC5940 HISTORY - 1996 MONUMENTED DCJOHN AC5940 HISTORY - 20030908 GOOD FLDEP AC5940 AC5940 STATION DESCRIPTION AC5940 AC5940'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5940'THE STATION IS LOCATED APPROXIMATELY 19 MI (30.6 KM) EAST OF OTTER AC5940'CREEK, 15 MI (24.1 KM) SOUTHEAST OF BRONSON AND 5.5 MI (8.9 KM) SOUTH AC5940'OF WILLISTON.-- TO REACH THE STATION FROM THE INTERSECTION OF US AC5940'HIGHWAY 41 AND COUNTY ROAD 322 (ALSO KNOWN AS EAST LEVY STREET) AC5940'PROCEED SOUTH ON US HIGHWAY 41 FOR 1.80 MI (2.90 KM) TO THE STATION ON AC5940'THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A AC5940'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.4 FT (0.1 M) BELOW THE AC5940'GROUND. THE STATION IS 36.93 FT (11.26 M) EAST OF THE CENTERLINE OF AC5940'US HIGHWAY 41 AND 3 FT (0.9 M) WEST OF A WITNESS POST.-- REFERENCES-- AC5940'NAIL AND DISC (LB4514) , SET IN A POWER POLE, NORTH 42 DEGREES WEST AT AC5940'136.81 FT (41.70 M) .-- NAIL AND DISC (LB4514) , SET IN AN 18-INCH OAK AC5940'TREE, SOUTH 21 DEGREES WEST AT 189.06 FT (57.63 M) .-- NAIL AND DISC AC5940'(LB4514) , SET IN A 6-INCH PINE TREE, SOUTH 10 DEGREES EAST AT 143.26 AC5940'FT (43.67 M) .-- AC5940 AC5940 STATION RECOVERY (2003) AC5940 AC5940'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5940'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5950 *********************************************************************** AC5950 DESIGNATION - LEVY 52 AC5950 PID - AC5950 AC5950 STATE/COUNTY- FL/LEVY AC5950 USGS QUAD - TIDEWATER (1991) AC5950 AC5950 *CURRENT SURVEY CONTROL AC5950 ___________________________________________________________________ AC5950* NAD 83(1999)- 29 12 53.32574(N) 082 34 09.25682(W) ADJUSTED AC5950* NAVD 88 - 21.965 (meters) 72.06 (feet) ADJUSTED AC5950 ___________________________________________________________________ AC5950 X - 720,518.816 (meters) COMP AC5950 Y - -5,524,463.232 (meters) COMP AC5950 Z - 3,094,700.878 (meters) COMP AC5950 LAPLACE CORR- -0.95 (seconds) DEFLEC99 AC5950 ELLIP HEIGHT- -5.59 (meters) (05/31/01) GPS OBS AC5950 GEOID HEIGHT- -27.56 (meters) GEOID03 AC5950 DYNAMIC HT - 21.934 (meters) 71.96 (feet) COMP AC5950 MODELED GRAV- 979,252.5 (mgal) NAVD 88 AC5950 AC5950 HORZ ORDER - FIRST AC5950 VERT ORDER - SECOND CLASS I AC5950 ELLP ORDER - FOURTH CLASS I AC5950 AC5950.The horizontal coordinates were established by GPS observations AC5950.and adjusted by the National Geodetic Survey in May 2001. AC5950 AC5950.The orthometric height was determined by differential leveling AC5950.and adjusted by the National Geodetic Survey in May 2005. AC5950.No vertical observational check was made to the station. AC5950 AC5950.Photographs are available for this station. AC5950 AC5950.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5950 AC5950.The Laplace correction was computed from DEFLEC99 derived deflections. AC5950 AC5950.The ellipsoidal height was determined by GPS observations AC5950.and is referenced to NAD 83. AC5950 AC5950.The geoid height was determined by GEOID03. AC5950 AC5950.The dynamic height is computed by dividing the NAVD 88 AC5950.geopotential number by the normal gravity value computed on the AC5950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5950.degrees latitude (g = 980.6199 gals.). AC5950 AC5950.The modeled gravity was interpolated from observed gravity values. AC5950 AC5950; North East Units Scale Factor Converg. AC5950;SPC FL W - 540,972.153 144,651.914 MT 0.99997896 -0 16 40.2 AC5950;UTM 17 - 3,232,805.111 347,463.351 MT 0.99988711 -0 45 57.9 AC5950 AC5950! - Elev Factor x Scale Factor = Combined Factor AC5950!SPC FL W - 1.00000088 x 0.99997896 = 0.99997984 AC5950!UTM 17 - 1.00000088 x 0.99988711 = 0.99988799 AC5950 AC5950: Primary Azimuth Mark Grid Az AC5950:SPC FL W - LEVY 53 092 58 34.0 AC5950:UTM 17 - LEVY 53 093 27 51.7 AC5950 AC5950|---------------------------------------------------------------------| AC5950| PID Reference Object Distance Geod. Az | AC5950| dddmmss.s | AC5950| AC5951 LEVY 53 APPROX. 0.6 KM 0924153.8 | AC5950|---------------------------------------------------------------------| AC5950 AC5950 SUPERSEDED SURVEY CONTROL AC5950 AC5950 NAD 83(1990)- 29 12 53.32449(N) 082 34 09.25629(W) AD( ) 1 AC5950 ELLIP H (01/28/97) -5.53 (m) GP( ) 3 1 AC5950 AC5950.Superseded values are not recommended for survey control. AC5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5950.See file dsdata.txt to determine how the superseded data were derived. AC5950 AC5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4746332805(NAD 83) AC5950_MARKER: DH = HORIZONTAL CONTROL DISK AC5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5950_STAMPING: LEVY 52 1996 AC5950_MARK LOGO: NGS AC5950_PROJECTION: RECESSED 10 CENTIMETERS AC5950_MAGNETIC: N = NO MAGNETIC MATERIAL AC5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5950+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003 AC5950 AC5950 HISTORY - Date Condition Report By AC5950 HISTORY - 1996 MONUMENTED DCJOHN AC5950 HISTORY - 20030920 GOOD FLDEP AC5950 AC5950 STATION DESCRIPTION AC5950 AC5950'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5950'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) SOUTHWEST OF AC5950'WILLISTON, 14.5 MI (23.3 KM) NORTHEAST OF YANKEETOWN AND 13.5 MI (21.7 AC5950'KM) NORTHWEST OF DUNNELLON - TO REACH THE STATION FROM THE AC5950'INTERSECTION OF STATE ROAD 121 AND COUNTY ROAD 337, PROCEED AC5950'NORTHEASTERLY ON STATE ROAD 121 FOR 1.0 MI (1.6 KM) TO INTERSECTION AC5950'WITH SOUTHEAST 80TH STREET AND THE STATION ON THE RIGHT, A BRASS AC5950'NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER AC5950'CONCRETE MONUMENT RECESSED 0.3 FT (0.1 M) BELOW THE GROUND. THE AC5950'STATION IS 70 FT (21.3 M) SOUTHEAST OF THE CENTERLINE OF STATE ROAD AC5950'121, 37 FT (11.3 M) NORTH OF THE CENTERLINE OF SOUTHEAST 80TH STREET, AC5950'16.1 FT (4.9 M) SOUTHWEST OF A BARBWIRE FENCE CORNER POST AND 3 FT AC5950'(0.9 M) SOUTH OF A WITNESS POST.-- REFERENCES-- NAIL AND DISC (LB4514) AC5950', SET IN A POWER POLE, NORTH 08 DEGREES WEST AT 151.44 FT (46.16 M) - AC5950'NAIL AND DISC (LB4514) , SET IN A POWER POLE, SOUTH 82 DEGREES WEST AT AC5950'159.62 FT (48.65 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, AC5950'SOUTH 20 DEGREES EAST AT 97.96 FT (29.86 M) AC5950 AC5950 STATION RECOVERY (2003) AC5950 AC5950'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5950'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5951 *********************************************************************** AC5951 DESIGNATION - LEVY 53 AC5951 PID - AC5951 AC5951 STATE/COUNTY- FL/LEVY AC5951 USGS QUAD - TIDEWATER (1991) AC5951 AC5951 *CURRENT SURVEY CONTROL AC5951 ___________________________________________________________________ AC5951* NAD 83(1999)- 29 12 52.33501(N) 082 33 45.30878(W) ADJUSTED AC5951* NAVD 88 - 26.340 (meters) 86.42 (feet) ADJUSTED AC5951 ___________________________________________________________________ AC5951 X - 721,162.640 (meters) COMP AC5951 Y - -5,524,398.077 (meters) COMP AC5951 Z - 3,094,676.383 (meters) COMP AC5951 LAPLACE CORR- -1.00 (seconds) DEFLEC99 AC5951 ELLIP HEIGHT- -1.23 (meters) (05/31/01) GPS OBS AC5951 GEOID HEIGHT- -27.56 (meters) GEOID03 AC5951 DYNAMIC HT - 26.303 (meters) 86.30 (feet) COMP AC5951 MODELED GRAV- 979,252.1 (mgal) NAVD 88 AC5951 AC5951 HORZ ORDER - FIRST AC5951 VERT ORDER - SECOND CLASS I AC5951 ELLP ORDER - FOURTH CLASS I AC5951 AC5951.The horizontal coordinates were established by GPS observations AC5951.and adjusted by the National Geodetic Survey in May 2001. AC5951 AC5951.The orthometric height was determined by differential leveling AC5951.and adjusted by the National Geodetic Survey in May 2005. AC5951.No vertical observational check was made to the station. AC5951 AC5951.Photographs are available for this station. AC5951 AC5951.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5951 AC5951.The Laplace correction was computed from DEFLEC99 derived deflections. AC5951 AC5951.The ellipsoidal height was determined by GPS observations AC5951.and is referenced to NAD 83. AC5951 AC5951.The geoid height was determined by GEOID03. AC5951 AC5951.The dynamic height is computed by dividing the NAVD 88 AC5951.geopotential number by the normal gravity value computed on the AC5951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5951.degrees latitude (g = 980.6199 gals.). AC5951 AC5951.The modeled gravity was interpolated from observed gravity values. AC5951 AC5951; North East Units Scale Factor Converg. AC5951;SPC FL W - 540,938.533 145,298.588 MT 0.99997809 -0 16 28.5 AC5951;UTM 17 - 3,232,765.985 348,109.655 MT 0.99988469 -0 45 46.1 AC5951 AC5951! - Elev Factor x Scale Factor = Combined Factor AC5951!SPC FL W - 1.00000019 x 0.99997809 = 0.99997828 AC5951!UTM 17 - 1.00000019 x 0.99988469 = 0.99988488 AC5951 AC5951: Primary Azimuth Mark Grid Az AC5951:SPC FL W - LEVY 52 272 58 34.0 AC5951:UTM 17 - LEVY 52 273 27 51.6 AC5951 AC5951|---------------------------------------------------------------------| AC5951| PID Reference Object Distance Geod. Az | AC5951| dddmmss.s | AC5951| AC5950 LEVY 52 APPROX. 0.6 KM 2724205.5 | AC5951|---------------------------------------------------------------------| AC5951 AC5951 SUPERSEDED SURVEY CONTROL AC5951 AC5951 NAD 83(1990)- 29 12 52.33378(N) 082 33 45.30826(W) AD( ) 1 AC5951 ELLIP H (01/28/97) -1.17 (m) GP( ) 3 1 AC5951 AC5951.Superseded values are not recommended for survey control. AC5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5951.See file dsdata.txt to determine how the superseded data were derived. AC5951 AC5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4811032766(NAD 83) AC5951_MARKER: DH = HORIZONTAL CONTROL DISK AC5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5951_STAMPING: LEVY 53 1996 AC5951_MARK LOGO: NGS AC5951_PROJECTION: RECESSED 15 CENTIMETERS AC5951_MAGNETIC: N = NO MAGNETIC MATERIAL AC5951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5951+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003 AC5951 AC5951 HISTORY - Date Condition Report By AC5951 HISTORY - 1996 MONUMENTED DCJOHN AC5951 HISTORY - 20030920 GOOD FLDEP AC5951 AC5951 STATION DESCRIPTION AC5951 AC5951'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5951'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) SOUTHWEST OF AC5951'WILLISTON, 13.5 MI (21.7 KM) NORTHWEST OF DUNNELLON AND 14.5 MI (23.3 AC5951'KM) NORTHEAST OF YANKEETOWN.-- TO REACH THE STATION FROM THE AC5951'INTERSECTION OF STATE ROAD 121 AND COUNTY ROAD 337, PROCEED AC5951'NORTHEASTERLY ON STATE ROAD 121 FOR 1.0 MI (1.6 KM) TO AN INTERSECTION AC5951'WITH SOUTHEAST 80TH STREET. PROCEED EAST ON SOUTHEAST 80TH STREET FOR AC5951'0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT, A BRASS NATIONAL GEODETIC AC5951'SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT AC5951'RECESSED 0.5 FT (0.2 M) BELOW THE GROUND. THE STATION IS 53 FT (16.2 AC5951'M) SOUTH OF THE CENTERLINE OF SOUTHEAST 80TH STREET, 2.5 FT (0.8 M) AC5951'NORTH OF A BARBED WIRE FENCE AND 1.5 FT (0.5 M) NORTH OF A WITNESS AC5951'POST.-- REFERENCES-- NAIL AND DISC (LB4514) , SET IN A POWER POLE, AC5951'WEST AT 265.84 FT (81.03 M) - NAIL AND DISC (LB4514) , SET IN A POWER AC5951'POLE, SOUTH 86 DEGREES EAST AT 232.26 FT (70.79 M) - NAIL AND DISC AC5951'(LB4514) , SET IN AN 8-INCH PINE TREE, NORTH 36 DEGREES WEST AT 165.08 AC5951'FT (50.32 M) - NAIL AND DISC (LB4514) , SET IN A 15-INCH PINE TREE, AC5951'NORTH 36 DEGREES EAST AT 160.99 FT (49.07 M) - AC5951 AC5951 STATION RECOVERY (2003) AC5951 AC5951'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5951'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5955 *********************************************************************** AC5955 DESIGNATION - LEVY 57 AC5955 PID - AC5955 AC5955 STATE/COUNTY- FL/LEVY AC5955 USGS QUAD - LEBANON STATION (1993) AC5955 AC5955 *CURRENT SURVEY CONTROL AC5955 ___________________________________________________________________ AC5955* NAD 83(1999)- 29 07 37.88434(N) 082 38 12.62853(W) ADJUSTED AC5955* NAVD 88 - 9.980 (meters) 32.74 (feet) ADJUSTED AC5955 ___________________________________________________________________ AC5955 X - 714,605.346 (meters) COMP AC5955 Y - -5,529,993.971 (meters) COMP AC5955 Z - 3,086,214.912 (meters) COMP AC5955 LAPLACE CORR- -0.92 (seconds) DEFLEC99 AC5955 ELLIP HEIGHT- -17.48 (meters) (05/31/01) GPS OBS AC5955 GEOID HEIGHT- -27.47 (meters) GEOID03 AC5955 DYNAMIC HT - 9.966 (meters) 32.70 (feet) COMP AC5955 MODELED GRAV- 979,248.4 (mgal) NAVD 88 AC5955 AC5955 HORZ ORDER - FIRST AC5955 VERT ORDER - FIRST CLASS II AC5955 ELLP ORDER - FOURTH CLASS I AC5955 AC5955.The horizontal coordinates were established by GPS observations AC5955.and adjusted by the National Geodetic Survey in May 2001. AC5955 AC5955.The orthometric height was determined by differential leveling AC5955.and adjusted by the National Geodetic Survey in May 2005. AC5955.No vertical observational check was made to the station. AC5955 AC5955.Photographs are available for this station. AC5955 AC5955.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5955 AC5955.The Laplace correction was computed from DEFLEC99 derived deflections. AC5955 AC5955.The ellipsoidal height was determined by GPS observations AC5955.and is referenced to NAD 83. AC5955 AC5955.The geoid height was determined by GEOID03. AC5955 AC5955.The dynamic height is computed by dividing the NAVD 88 AC5955.geopotential number by the normal gravity value computed on the AC5955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5955.degrees latitude (g = 980.6199 gals.). AC5955 AC5955.The modeled gravity was interpolated from observed gravity values. AC5955 AC5955; North East Units Scale Factor Converg. AC5955;SPC FL W - 531,294.210 138,025.970 MT 0.99998855 -0 18 36.0 AC5955;UTM 17 - 3,223,184.707 340,755.854 MT 0.99991293 -0 47 48.8 AC5955 AC5955! - Elev Factor x Scale Factor = Combined Factor AC5955!SPC FL W - 1.00000275 x 0.99998855 = 0.99999130 AC5955!UTM 17 - 1.00000275 x 0.99991293 = 0.99991568 AC5955 AC5955: Primary Azimuth Mark Grid Az AC5955:SPC FL W - LEVY 58 178 54 26.0 AC5955:UTM 17 - LEVY 58 179 23 38.8 AC5955 AC5955|---------------------------------------------------------------------| AC5955| PID Reference Object Distance Geod. Az | AC5955| dddmmss.s | AC5955| AC5956 LEVY 58 APPROX. 0.8 KM 1783550.0 | AC5955|---------------------------------------------------------------------| AC5955 AC5955 SUPERSEDED SURVEY CONTROL AC5955 AC5955 NAD 83(1990)- 29 07 37.88303(N) 082 38 12.62778(W) AD( ) 1 AC5955 ELLIP H (01/28/97) -17.41 (m) GP( ) 3 1 AC5955 AC5955.Superseded values are not recommended for survey control. AC5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5955.See file dsdata.txt to determine how the superseded data were derived. AC5955 AC5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4075623185(NAD 83) AC5955_MARKER: DH = HORIZONTAL CONTROL DISK AC5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5955_STAMPING: LEVY 57 1996 AC5955_MARK LOGO: NGS AC5955_PROJECTION: RECESSED 10 CENTIMETERS AC5955_MAGNETIC: N = NO MAGNETIC MATERIAL AC5955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5955+STABILITY: SURFACE MOTION AC5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5955+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AC5955 AC5955 HISTORY - Date Condition Report By AC5955 HISTORY - 1996 MONUMENTED DCJOHN AC5955 HISTORY - 20031016 GOOD FLDEP AC5955 AC5955 STATION DESCRIPTION AC5955 AC5955'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5955'THE STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHEAST OF AC5955'YANKEETOWN, 12 MI (19.3 KM) NORTHWEST OF DUNNELLON AND 15.8 MI (25.4 AC5955'KM) SOUTHEAST OF OTTER CREEK.- TO REACH THE STATION FROM THE AC5955'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS US HIGHWAY 98) AND STATE AC5955'ROAD 121, PROCEED SOUTH ON US HIGHWAY 19 FOR 2.6 MI (4.2 KM) TO THE AC5955'STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE AC5955'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (0.1 M) AC5955'BELOW THE GROUND. THE STATION IS IN THE CENTER OF THE US HIGHWAY 19 AC5955'GRASS MEDIAN, 29.2 FT (8.9 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND AC5955'LANE, 34.8 FT (10.6 M) WEST OF THE CENTERLINE OF THE NORTHBOUND LANE AC5955'AND 3 FT (0.9 M) SOUTH OF A WITNESS POST.- REFERENCES-- NAIL AND DISC AC5955'(LB4514) , SET IN A POWER POLE, NORTH 71 DEGREES EAST AT 105.15 FT AC5955'(32.05 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, NORTH 62 AC5955'DEGREES WEST AT 99.15 FT (30.22 M) - NAIL AND DISC (LB4514) , SET IN A AC5955'FENCE CORNER POST, SOUTH 51 DEGREES WEST AT 119.29 FT (36.36 M) . AC5955 AC5955 STATION RECOVERY (2003) AC5955 AC5955'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5955'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5956 *********************************************************************** AC5956 DESIGNATION - LEVY 58 AC5956 PID - AC5956 AC5956 STATE/COUNTY- FL/LEVY AC5956 USGS QUAD - YANKEETOWN (1993) AC5956 AC5956 *CURRENT SURVEY CONTROL AC5956 ___________________________________________________________________ AC5956* NAD 83(1999)- 29 07 11.38624(N) 082 38 11.88957(W) ADJUSTED AC5956* NAVD 88 - 9.689 (meters) 31.79 (feet) ADJUSTED AC5956 ___________________________________________________________________ AC5956 X - 714,676.014 (meters) COMP AC5956 Y - -5,530,384.952 (meters) COMP AC5956 Z - 3,085,502.090 (meters) COMP AC5956 LAPLACE CORR- -0.94 (seconds) DEFLEC99 AC5956 ELLIP HEIGHT- -17.76 (meters) (05/31/01) GPS OBS AC5956 GEOID HEIGHT- -27.46 (meters) GEOID03 AC5956 DYNAMIC HT - 9.676 (meters) 31.75 (feet) COMP AC5956 MODELED GRAV- 979,247.8 (mgal) NAVD 88 AC5956 AC5956 HORZ ORDER - FIRST AC5956 VERT ORDER - FIRST CLASS II AC5956 ELLP ORDER - FOURTH CLASS I AC5956 AC5956.The horizontal coordinates were established by GPS observations AC5956.and adjusted by the National Geodetic Survey in May 2001. AC5956 AC5956.The orthometric height was determined by differential leveling AC5956.and adjusted by the National Geodetic Survey in May 2005. AC5956.No vertical observational check was made to the station. AC5956 AC5956.Photographs are available for this station. AC5956 AC5956.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5956 AC5956.The Laplace correction was computed from DEFLEC99 derived deflections. AC5956 AC5956.The ellipsoidal height was determined by GPS observations AC5956.and is referenced to NAD 83. AC5956 AC5956.The geoid height was determined by GEOID03. AC5956 AC5956.The dynamic height is computed by dividing the NAVD 88 AC5956.geopotential number by the normal gravity value computed on the AC5956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5956.degrees latitude (g = 980.6199 gals.). AC5956 AC5956.The modeled gravity was interpolated from observed gravity values. AC5956 AC5956; North East Units Scale Factor Converg. AC5956;SPC FL W - 530,478.292 138,041.534 MT 0.99998853 -0 18 35.4 AC5956;UTM 17 - 3,222,368.749 340,764.484 MT 0.99991289 -0 47 47.8 AC5956 AC5956! - Elev Factor x Scale Factor = Combined Factor AC5956!SPC FL W - 1.00000279 x 0.99998853 = 0.99999132 AC5956!UTM 17 - 1.00000279 x 0.99991289 = 0.99991568 AC5956 AC5956: Primary Azimuth Mark Grid Az AC5956:SPC FL W - LEVY 57 358 54 25.8 AC5956:UTM 17 - LEVY 57 359 23 38.2 AC5956 AC5956|---------------------------------------------------------------------| AC5956| PID Reference Object Distance Geod. Az | AC5956| dddmmss.s | AC5956| AC5955 LEVY 57 APPROX. 0.8 KM 3583550.4 | AC5956|---------------------------------------------------------------------| AC5956 AC5956 SUPERSEDED SURVEY CONTROL AC5956 AC5956 NAD 83(1990)- 29 07 11.38490(N) 082 38 11.88876(W) AD( ) 1 AC5956 ELLIP H (01/28/97) -17.69 (m) GP( ) 3 1 AC5956 AC5956.Superseded values are not recommended for survey control. AC5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5956.See file dsdata.txt to determine how the superseded data were derived. AC5956 AC5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4076422369(NAD 83) AC5956_MARKER: DH = HORIZONTAL CONTROL DISK AC5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5956_STAMPING: LEVY 58 1996 AC5956_MARK LOGO: NGS AC5956_PROJECTION: RECESSED 10 CENTIMETERS AC5956_MAGNETIC: N = NO MAGNETIC MATERIAL AC5956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5956+STABILITY: SURFACE MOTION AC5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5956+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003 AC5956 AC5956 HISTORY - Date Condition Report By AC5956 HISTORY - 1996 MONUMENTED DCJOHN AC5956 HISTORY - 20031016 GOOD FLDEP AC5956 AC5956 STATION DESCRIPTION AC5956 AC5956'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5956'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) NORTHEAST OF AC5956'YANKEETOWN, 11.5 MI (18.5 KM) NORTHWEST OF DUNNELLON AND 16.3 MI (26.2 AC5956'KM) SOUTHEAST OF OTTER CREEK.- TO REACH THE STATION FROM THE AC5956'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS US HIGHWAY 98) AND STATE AC5956'ROAD 121, PROCEED SOUTH ON US HIGHWAY 19 FOR 3.05 MI (4.91 KM) TO THE AC5956'STATION ON THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE AC5956'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (0.1 M) AC5956'BELOW THE GROUND. THE STATION IS 31.8 FT (9.7 M) EAST OF THE AC5956'CENTERLINE OF THE SOUTHBOUND LANE, 32.6 FT (9.9 M) WEST OF THE AC5956'CENTERLINE OF NORTHBOUND LANE, 61.5 FT (18.7 M) NORTH OF THE AC5956'CENTERLINE PROJECTION OF SOUTHEAST 144TH PLACE AND 3 FT (0.9 M) SOUTH AC5956'OF A WITNESS POST.- REFERENCES-- NAIL AND DISC (LB4514) , SET IN A AC5956'POWER POLE, SOUTH 49 DEGREES WEST AT 122.10 FT (37.22 M) - NAIL AND AC5956'DISC (LB4514) , SET IN A POWER POLE, SOUTH 48 DEGREES EAST AT 135.00 AC5956'FT (41.15 M) - NORTH AT 71.40 FT (21.76 M) TO THE CENTER OF A STORM AC5956'WATER INLET - AC5956 AC5956 STATION RECOVERY (2003) AC5956 AC5956'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5956'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 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 - 8.280 (meters) 27.17 (feet) ADJUSTED 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- -27.38 (meters) GEOID03 AC5957 DYNAMIC HT - 8.268 (meters) 27.13 (feet) COMP AC5957 MODELED GRAV- 979,238.3 (mgal) NAVD 88 AC5957 AC5957 HORZ ORDER - FIRST AC5957 VERT ORDER - FIRST CLASS II 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 differential leveling AC5957.and adjusted by the National Geodetic Survey in May 2005. AC5957 AC5957.Photographs are available for this station. 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 GEOID03. AC5957 AC5957.The dynamic height is computed by dividing the NAVD 88 AC5957.geopotential number by the normal gravity value computed on the AC5957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5957.degrees latitude (g = 980.6199 gals.). AC5957 AC5957.The modeled gravity was interpolated from observed gravity values. AC5957 AC5957; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AC5957!SPC FL W - 1.00000300 x 0.99998834 = 0.99999134 AC5957!UTM 17 - 1.00000300 x 0.99991276 = 0.99991576 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 H (01/28/97) -18.99 (m) 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_PROJECTION: RECESSED 10 CENTIMETERS AC5957_MAGNETIC: N = NO MAGNETIC MATERIAL AC5957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5957+STABILITY: SURFACE MOTION AC5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5957+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AC5957 AC5957 HISTORY - Date Condition Report By AC5957 HISTORY - 1996 MONUMENTED DCJOHN AC5957 HISTORY - 20010331 GOOD NGS AC5957 HISTORY - 20031019 GOOD FLDEP 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. AC5957 AC5957 STATION RECOVERY (2003) AC5957 AC5957'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5957'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5958 *********************************************************************** AC5958 DESIGNATION - LEVY 61 AC5958 PID - AC5958 AC5958 STATE/COUNTY- FL/LEVY AC5958 USGS QUAD - YANKEETOWN (1993) AC5958 AC5958 *CURRENT SURVEY CONTROL AC5958 ___________________________________________________________________ AC5958* NAD 83(1999)- 29 01 36.66380(N) 082 37 37.43436(W) ADJUSTED AC5958* NAVD 88 - 8.869 (meters) 29.10 (feet) ADJUSTED AC5958 ___________________________________________________________________ AC5958 X - 716,242.359 (meters) COMP AC5958 Y - -5,535,231.139 (meters) COMP AC5958 Z - 3,076,494.804 (meters) COMP AC5958 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AC5958 ELLIP HEIGHT- -18.51 (meters) (05/31/01) GPS OBS AC5958 GEOID HEIGHT- -27.39 (meters) GEOID03 AC5958 DYNAMIC HT - 8.856 (meters) 29.06 (feet) COMP AC5958 MODELED GRAV- 979,238.0 (mgal) NAVD 88 AC5958 AC5958 HORZ ORDER - FIRST AC5958 VERT ORDER - FIRST CLASS II AC5958 ELLP ORDER - FOURTH CLASS I AC5958 AC5958.The horizontal coordinates were established by GPS observations AC5958.and adjusted by the National Geodetic Survey in May 2001. AC5958 AC5958.The orthometric height was determined by differential leveling AC5958.and adjusted by the National Geodetic Survey in May 2005. AC5958 AC5958.Photographs are available for this station. AC5958 AC5958.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5958 AC5958.The Laplace correction was computed from DEFLEC99 derived deflections. AC5958 AC5958.The ellipsoidal height was determined by GPS observations AC5958.and is referenced to NAD 83. AC5958 AC5958.The geoid height was determined by GEOID03. AC5958 AC5958.The dynamic height is computed by dividing the NAVD 88 AC5958.geopotential number by the normal gravity value computed on the AC5958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5958.degrees latitude (g = 980.6199 gals.). AC5958 AC5958.The modeled gravity was interpolated from observed gravity values. AC5958 AC5958; North East Units Scale Factor Converg. AC5958;SPC FL W - 520,168.120 138,918.202 MT 0.99998720 -0 18 15.4 AC5958;UTM 17 - 3,212,052.300 341,553.592 MT 0.99990981 -0 47 22.7 AC5958 AC5958! - Elev Factor x Scale Factor = Combined Factor AC5958!SPC FL W - 1.00000291 x 0.99998720 = 0.99999011 AC5958!UTM 17 - 1.00000291 x 0.99990981 = 0.99991272 AC5958 AC5958: Primary Azimuth Mark Grid Az AC5958:SPC FL W - LEVY 60 266 36 29.1 AC5958:UTM 17 - LEVY 60 267 05 36.4 AC5958 AC5958|---------------------------------------------------------------------| AC5958| PID Reference Object Distance Geod. Az | AC5958| dddmmss.s | AC5958| AC5957 LEVY 60 APPROX. 0.8 KM 2661813.7 | AC5958|---------------------------------------------------------------------| AC5958 AC5958 SUPERSEDED SURVEY CONTROL AC5958 AC5958 NAD 83(1990)- 29 01 36.66248(N) 082 37 37.43351(W) AD( ) 1 AC5958 ELLIP H (01/28/97) -18.41 (m) GP( ) 3 1 AC5958 AC5958.Superseded values are not recommended for survey control. AC5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5958.See file dsdata.txt to determine how the superseded data were derived. AC5958 AC5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4155412052(NAD 83) AC5958_MARKER: DH = HORIZONTAL CONTROL DISK AC5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5958_STAMPING: LEVY 61 1996 AC5958_MARK LOGO: NGS AC5958_PROJECTION: RECESSED 5 CENTIMETERS AC5958_MAGNETIC: N = NO MAGNETIC MATERIAL AC5958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5958+STABILITY: SURFACE MOTION AC5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5958+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AC5958 AC5958 HISTORY - Date Condition Report By AC5958 HISTORY - 1996 MONUMENTED DCJOHN AC5958 HISTORY - 20031019 GOOD FLDEP AC5958 AC5958 STATION DESCRIPTION AC5958 AC5958'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5958'THE STATION IS LOCATED NEAR INGLIS.- TO REACH THE STATION FROM THE AC5958'INTERSECTION OF US HIGHWAY 19 (ALSO KNOWN AS US HIGHWAY 98) AND COUNTY AC5958'ROAD 40, PROCEED EAST ON COUNTY ROAD 40 FOR 2.65 MI (4.26 KM) TO THE AC5958'STATION ON THE RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE AC5958'TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (0.1 M) AC5958'BELOW THE GROUND. THE STATION IS 37.35 FT (11.38 M) SOUTH OF THE AC5958'CENTERLINE OF COUNTY ROAD 40 AND 3 FT (0.9 M) NORTH OF A WITNESS AC5958'POST.-- REFERENCES-- NAIL AND DISC (LB4514) , SET IN A POWER POLE, AC5958'SOUTH 82 DEGREES WEST AT 145.38 FT (44.31 M) - NAIL AND DISC (LB4514) AC5958', SET IN A 24-INCH PINE TREE, NORTH 65 DEGREES WEST AT 197.38 FT AC5958'(60.16 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, EAST AT AC5958'105.98 FT (32.30 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, AC5958'NORTH 10 DEGREES EAST AT 78.37 FT (23.89 M) - AC5958 AC5958 STATION RECOVERY (2003) AC5958 AC5958'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5958'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AC5960 *********************************************************************** AC5960 DESIGNATION - LEVY 63 AC5960 PID - AC5960 AC5960 STATE/COUNTY- FL/LEVY AC5960 USGS QUAD - YANKEETOWN SE (1991) AC5960 AC5960 *CURRENT SURVEY CONTROL AC5960 ___________________________________________________________________ AC5960* NAD 83(1999)- 29 03 13.72104(N) 082 32 22.62403(W) ADJUSTED AC5960* NAVD 88 - 10.711 (meters) 35.14 (feet) ADJUSTED AC5960 ___________________________________________________________________ AC5960 X - 724,501.491 (meters) COMP AC5960 Y - -5,532,694.782 (meters) COMP AC5960 Z - 3,079,108.150 (meters) COMP AC5960 LAPLACE CORR- -1.27 (seconds) DEFLEC99 AC5960 ELLIP HEIGHT- -16.77 (meters) (05/31/01) GPS OBS AC5960 GEOID HEIGHT- -27.49 (meters) GEOID03 AC5960 DYNAMIC HT - 10.696 (meters) 35.09 (feet) COMP AC5960 MODELED GRAV- 979,235.4 (mgal) NAVD 88 AC5960 AC5960 HORZ ORDER - FIRST AC5960 VERT ORDER - FIRST CLASS II AC5960 ELLP ORDER - FOURTH CLASS I AC5960 AC5960.The horizontal coordinates were established by GPS observations AC5960.and adjusted by the National Geodetic Survey in May 2001. AC5960 AC5960.The orthometric height was determined by differential leveling AC5960.and adjusted by the National Geodetic Survey in May 2005. AC5960.No vertical observational check was made to the station. AC5960 AC5960.Photographs are available for this station. AC5960 AC5960.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5960 AC5960.The Laplace correction was computed from DEFLEC99 derived deflections. AC5960 AC5960.The ellipsoidal height was determined by GPS observations AC5960.and is referenced to NAD 83. AC5960 AC5960.The geoid height was determined by GEOID03. AC5960 AC5960.The dynamic height is computed by dividing the NAVD 88 AC5960.geopotential number by the normal gravity value computed on the AC5960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC5960.degrees latitude (g = 980.6199 gals.). AC5960 AC5960.The modeled gravity was interpolated from observed gravity values. AC5960 AC5960; North East Units Scale Factor Converg. AC5960;SPC FL W - 523,114.120 147,450.166 MT 0.99997524 -0 15 43.4 AC5960;UTM 17 - 3,214,925.637 350,109.465 MT 0.99987725 -0 44 52.2 AC5960 AC5960! - Elev Factor x Scale Factor = Combined Factor AC5960!SPC FL W - 1.00000263 x 0.99997524 = 0.99997787 AC5960!UTM 17 - 1.00000263 x 0.99987725 = 0.99987988 AC5960 AC5960: Primary Azimuth Mark Grid Az AC5960:SPC FL W - LEVY 62 263 55 13.0 AC5960:UTM 17 - LEVY 62 264 24 21.8 AC5960 AC5960|---------------------------------------------------------------------| AC5960| PID Reference Object Distance Geod. Az | AC5960| dddmmss.s | AC5960| AC5959 LEVY 62 APPROX. 0.6 KM 2633929.6 | AC5960|---------------------------------------------------------------------| AC5960 AC5960 SUPERSEDED SURVEY CONTROL AC5960 AC5960 NAD 83(1990)- 29 03 13.71976(N) 082 32 22.62342(W) AD( ) 1 AC5960 ELLIP H (01/28/97) -16.75 (m) GP( ) 3 1 AC5960 AC5960.Superseded values are not recommended for survey control. AC5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC5960.See file dsdata.txt to determine how the superseded data were derived. AC5960 AC5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5010914926(NAD 83) AC5960_MARKER: DH = HORIZONTAL CONTROL DISK AC5960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC5960_STAMPING: LEVY 63 1996 AC5960_MARK LOGO: NGS AC5960_PROJECTION: RECESSED 5 CENTIMETERS AC5960_MAGNETIC: N = NO MAGNETIC MATERIAL AC5960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC5960+STABILITY: SURFACE MOTION AC5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5960+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003 AC5960 AC5960 HISTORY - Date Condition Report By AC5960 HISTORY - 1996 MONUMENTED DCJOHN AC5960 HISTORY - 19991111 GOOD DCJOHN AC5960 HISTORY - 20031019 GOOD FLDEP AC5960 AC5960 STATION DESCRIPTION AC5960 AC5960'DESCRIBED BY DC JOHNSON ASSOC 1996 (DS) AC5960'THE STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) WEST OF DUNNELLON AC5960'AND 8 MI (12.9 KM) EAST OF INGLIS.- TO REACH THE STATION FROM THE AC5960'INTERSECTION OF COUNTY ROAD 40 AND COUNTY ROAD 336, PROCEED WESTERLY AC5960'ON COUNTY ROAD 40 FOR 1.25 MI (2.01 KM) TO THE STATION ON THE LEFT, A AC5960'BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH AC5960'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE GROUND. AC5960'THE STATION IS 42.2 FT (12.9 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD AC5960'40, APPROXIMATELY 115 FT (35.1 M) WEST OF SOUTHEAST 137TH TERRACE AND AC5960'3 FT (0.9 M) NORTH OF A WITNESS POST.- REFERENCES-- NAIL AND DISC AC5960'(LB4514) , SET IN A POWER POLE, SOUTH 85 DEGREES WEST AT 156.70 FT AC5960'(47.76 M) - NAIL AND DISC (LB4514) , SET IN A POWER POLE, EAST AT AC5960'134.60 FT (41.03 M) - NAIL AND DISC (LB4514) , SET IN A 10-INCH PINE AC5960'TREE, NORTH 19 DEGREES EAST AT 85.90 FT (26.18 M) - NORTH 67 DEGREES AC5960'WEST AT 53.8 FT (16.4 M) TO A ROAD SIGN (SLOW-DANGEROUS CURVES) - AC5960 AC5960 STATION RECOVERY (1999) AC5960 AC5960'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG) AC5960'RECOVERED AS DESCRIBED. AC5960 AC5960 STATION RECOVERY (2003) AC5960 AC5960'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AC5960'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8080 *********************************************************************** DG8080 DESIGNATION - M 585 DG8080 PID - DG8080 DG8080 STATE/COUNTY- FL/LEVY DG8080 USGS QUAD - TIDEWATER (1991) DG8080 DG8080 *CURRENT SURVEY CONTROL DG8080 ___________________________________________________________________ DG8080* NAD 83(1986)- 29 14 58. (N) 082 34 54. (W) SCALED DG8080* NAVD 88 - 17.159 (meters) 56.30 (feet) ADJUSTED DG8080 ___________________________________________________________________ DG8080 GEOID HEIGHT- -27.56 (meters) GEOID03 DG8080 DYNAMIC HT - 17.135 (meters) 56.22 (feet) COMP DG8080 MODELED GRAV- 979,256.5 (mgal) NAVD 88 DG8080 DG8080 VERT ORDER - FIRST CLASS II DG8080 DG8080.The horizontal coordinates were scaled from a topographic map and have DG8080.an estimated accuracy of +/- 6 seconds. DG8080 DG8080.The orthometric height was determined by differential leveling DG8080.and adjusted by the National Geodetic Survey in May 2005. DG8080.No vertical observational check was made to the station. DG8080 DG8080.Photographs are available for this station. DG8080 DG8080.The geoid height was determined by GEOID03. DG8080 DG8080.The dynamic height is computed by dividing the NAVD 88 DG8080.geopotential number by the normal gravity value computed on the DG8080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8080.degrees latitude (g = 980.6199 gals.). DG8080 DG8080.The modeled gravity was interpolated from observed gravity values. DG8080 DG8080; North East Units Estimated Accuracy DG8080;SPC FL W - 544,820. 143,460. MT (+/- 180 meters Scaled) DG8080 DG8080 SUPERSEDED SURVEY CONTROL DG8080 DG8080.No superseded survey control is available for this station. DG8080 DG8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN463366(NAD 83) DG8080_MARKER: DD = SURVEY DISK DG8080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8080_STAMPING: M 585 2003 DG8080_MARK LOGO: FLDEP DG8080_PROJECTION: FLUSH DG8080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8080+STABILITY: SURFACE MOTION DG8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8080+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8080 DG8080 HISTORY - Date Condition Report By DG8080 HISTORY - 20030723 MONUMENTED FLDEP DG8080 DG8080 STATION DESCRIPTION DG8080 DG8080'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8080'THE MARK IS ABOUT 14.1 MI SOUTH OF BRONSON, IN SECTION 23, TOWNSHIP 14 DG8080'SOUTH, RANGE 17 EAST. DG8080' DG8080'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8080'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8080'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8080'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8080'CONTINUE SOUTH ON COUNTY ROAD 337 FOR 2.9 MI TO THE JUNCTION OF DG8080'SOUTHEAST 58TH PLACE ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE DG8080'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH DG8080'COUNTY ROAD 337. DG8080' DG8080'LOCATED 54.8 FT NORTH OF THE APPROXIMATE CENTERLINE OF SOUTHEAST 58TH DG8080'PLACE, 52.9 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337 DG8080'AND 0.9 FT WEST OF A CARSONITE WITNESS POST. DG8080' DG8080'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9870 *********************************************************************** DG9870 DESIGNATION - M 586 DG9870 PID - DG9870 DG9870 STATE/COUNTY- FL/LEVY DG9870 USGS QUAD - YANKEETOWN SE (1991) DG9870 DG9870 *CURRENT SURVEY CONTROL DG9870 ___________________________________________________________________ DG9870* NAD 83(1986)- 29 06 13. (N) 082 33 23. (W) SCALED DG9870* NAVD 88 - 23.680 (meters) 77.69 (feet) ADJUSTED DG9870 ___________________________________________________________________ DG9870 GEOID HEIGHT- -27.52 (meters) GEOID03 DG9870 DYNAMIC HT - 23.646 (meters) 77.58 (feet) COMP DG9870 MODELED GRAV- 979,241.0 (mgal) NAVD 88 DG9870 DG9870 VERT ORDER - SECOND CLASS I DG9870 DG9870.The horizontal coordinates were scaled from a topographic map and have DG9870.an estimated accuracy of +/- 6 seconds. DG9870 DG9870.The orthometric height was determined by differential leveling DG9870.and adjusted by the National Geodetic Survey in May 2005. DG9870.No vertical observational check was made to the station. DG9870 DG9870.Photographs are available for this station. DG9870 DG9870.The geoid height was determined by GEOID03. DG9870 DG9870.The dynamic height is computed by dividing the NAVD 88 DG9870.geopotential number by the normal gravity value computed on the DG9870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9870.degrees latitude (g = 980.6199 gals.). DG9870 DG9870.The modeled gravity was interpolated from observed gravity values. DG9870 DG9870; North East Units Estimated Accuracy DG9870;SPC FL W - 528,640. 145,840. MT (+/- 180 meters Scaled) DG9870 DG9870 SUPERSEDED SURVEY CONTROL DG9870 DG9870.No superseded survey control is available for this station. DG9870 DG9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN485204(NAD 83) DG9870_MARKER: DD = SURVEY DISK DG9870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9870_STAMPING: M 586 2003 DG9870_MARK LOGO: FLDEP DG9870_PROJECTION: RECESSED 8 CENTIMETERS DG9870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9870+STABILITY: SURFACE MOTION DG9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9870+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2003 DG9870 DG9870 HISTORY - Date Condition Report By DG9870 HISTORY - 20030726 MONUMENTED FLDEP DG9870 DG9870 STATION DESCRIPTION DG9870 DG9870'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9870'THE MARK IS ABOUT 6.5 MI NORTHWEST OF DUNNELLON, IN SECTION 11, DG9870'TOWNSHIP 16 SOUTH, RANGE 17 EAST. DG9870' DG9870'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 40 AND COUNTY ROAD DG9870'336 ABOUT 3.7 MI WEST OF DUNNELLON, GO NORTHWEST ON COUNTY ROAD 336 DG9870'FOR 3.7 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND DG9870'CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND DG9870'ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 336. DG9870' DG9870'LOCATED 49.8 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY DG9870'ROAD 336, 1.9 FT EAST-NORTHEAST OF A BARB WIRE FENCE AND 1.3 FT DG9870'EAST-NORTHEAST OF A CARSONITE WITNESS POST. DG9870' DG9870'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9569 *********************************************************************** DG9569 DESIGNATION - M 589 DG9569 PID - DG9569 DG9569 STATE/COUNTY- FL/LEVY DG9569 USGS QUAD - WILLISTON (1976) DG9569 DG9569 *CURRENT SURVEY CONTROL DG9569 ___________________________________________________________________ DG9569* NAD 83(1986)- 29 22 38. (N) 082 25 10. (W) SCALED DG9569* NAVD 88 - 20.996 (meters) 68.88 (feet) ADJUSTED DG9569 ___________________________________________________________________ DG9569 GEOID HEIGHT- -27.71 (meters) GEOID03 DG9569 DYNAMIC HT - 20.967 (meters) 68.79 (feet) COMP DG9569 MODELED GRAV- 979,267.7 (mgal) NAVD 88 DG9569 DG9569 VERT ORDER - FIRST CLASS II DG9569 DG9569.The horizontal coordinates were scaled from a topographic map and have DG9569.an estimated accuracy of +/- 6 seconds. DG9569 DG9569.The orthometric height was determined by differential leveling DG9569.and adjusted by the National Geodetic Survey in May 2005. DG9569 DG9569.The geoid height was determined by GEOID03. DG9569 DG9569.The dynamic height is computed by dividing the NAVD 88 DG9569.geopotential number by the normal gravity value computed on the DG9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9569.degrees latitude (g = 980.6199 gals.). DG9569 DG9569.The modeled gravity was interpolated from observed gravity values. DG9569 DG9569; North East Units Estimated Accuracy DG9569;SPC FL W - 558,910. 159,280. MT (+/- 180 meters Scaled) DG9569 DG9569 SUPERSEDED SURVEY CONTROL DG9569 DG9569.No superseded survey control is available for this station. DG9569 DG9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN622506(NAD 83) DG9569_MARKER: DD = SURVEY DISK DG9569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9569_STAMPING: M 589 2003 DG9569_MARK LOGO: FLDEP DG9569_PROJECTION: RECESSED 5 CENTIMETERS DG9569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9569+STABILITY: SURFACE MOTION DG9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9569+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003 DG9569 DG9569 HISTORY - Date Condition Report By DG9569 HISTORY - 20031014 MONUMENTED FLDEP DG9569 DG9569 STATION DESCRIPTION DG9569 DG9569'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9569'THE MARK IS ABOUT 1.8 MI SOUTHEAST OF WILLISTON, IN SECTION 4, DG9569'TOWNSHIP 13 SOUTH, RANGE 19 EAST. DG9569' DG9569'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, 27, STATE DG9569'ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 IN WILLISTON, GO EAST ON U.S. DG9569'HIGHWAY 27 FOR 2.05 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A DG9569'ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND DG9569'AND ABOUT 3.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 27. DG9569' DG9569'LOCATED 70.1 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. DG9569'HIGHWAY 27 SOUTHEAST-BOUND, 48.0 FT WEST-NORTHWEST OF THE APPROXIMATE DG9569'CENTER OF A CONCRETE CULVERT, 1.5 FT NORTHEAST OF A HOG WIRE FENCE DG9569'AND 1.3 FT NORTHEAST OF A CARSONITE WITNESS POST. DG9569' DG9569'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8081 *********************************************************************** DG8081 DESIGNATION - N 585 DG8081 PID - DG8081 DG8081 STATE/COUNTY- FL/LEVY DG8081 USGS QUAD - TIDEWATER (1991) DG8081 DG8081 *CURRENT SURVEY CONTROL DG8081 ___________________________________________________________________ DG8081* NAD 83(1986)- 29 14 10. (N) 082 34 56. (W) SCALED DG8081* NAVD 88 - 23.923 (meters) 78.49 (feet) ADJUSTED DG8081 ___________________________________________________________________ DG8081 GEOID HEIGHT- -27.56 (meters) GEOID03 DG8081 DYNAMIC HT - 23.890 (meters) 78.38 (feet) COMP DG8081 MODELED GRAV- 979,255.3 (mgal) NAVD 88 DG8081 DG8081 VERT ORDER - FIRST CLASS II DG8081 DG8081.The horizontal coordinates were scaled from a topographic map and have DG8081.an estimated accuracy of +/- 6 seconds. DG8081 DG8081.The orthometric height was determined by differential leveling DG8081.and adjusted by the National Geodetic Survey in May 2005. DG8081.No vertical observational check was made to the station. DG8081 DG8081.Photographs are available for this station. DG8081 DG8081.The geoid height was determined by GEOID03. DG8081 DG8081.The dynamic height is computed by dividing the NAVD 88 DG8081.geopotential number by the normal gravity value computed on the DG8081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8081.degrees latitude (g = 980.6199 gals.). DG8081 DG8081.The modeled gravity was interpolated from observed gravity values. DG8081 DG8081; North East Units Estimated Accuracy DG8081;SPC FL W - 543,340. 143,400. MT (+/- 180 meters Scaled) DG8081 DG8081 SUPERSEDED SURVEY CONTROL DG8081 DG8081.No superseded survey control is available for this station. DG8081 DG8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN462351(NAD 83) DG8081_MARKER: DD = SURVEY DISK DG8081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8081_STAMPING: N 585 2003 DG8081_MARK LOGO: FLDEP DG8081_PROJECTION: RECESSED 8 CENTIMETERS DG8081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8081+STABILITY: SURFACE MOTION DG8081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8081+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8081 DG8081 HISTORY - Date Condition Report By DG8081 HISTORY - 20030723 MONUMENTED FLDEP DG8081 DG8081 STATION DESCRIPTION DG8081 DG8081'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8081'THE MARK IS ABOUT 15.0 MI SOUTH OF BRONSON, IN SECTION 26, TOWNSHIP 14 DG8081'SOUTH, RANGE 17 EAST. DG8081' DG8081'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8081'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8081'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8081'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8081'CONTINUE SOUTH ON COUNTY ROAD 337 FOR 3.8 MI TO THE JUNCTION OF DG8081'SOUTHEAST 67TH PLACE ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE DG8081'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF DG8081'THE GROUND AND LEVEL WITH COUNTY ROAD 337. DG8081' DG8081'LOCATED 156.0 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DG8081'SOUTHEAST 67TH PLACE, 124.6 FT NORTH OF POWER POLE NUMBER 4013726, DG8081'46.8 FT WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 27.2 DG8081'FT SOUTH OF POWER POLE NUMBER B296418 AND 1.1 FT EAST OF A CARSONITE DG8081'WITNESS POST. DG8081' DG8081'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9871 *********************************************************************** DG9871 DESIGNATION - N 586 DG9871 PID - DG9871 DG9871 STATE/COUNTY- FL/LEVY DG9871 USGS QUAD - YANKEETOWN SE (1991) DG9871 DG9871 *CURRENT SURVEY CONTROL DG9871 ___________________________________________________________________ DG9871* NAD 83(1986)- 29 05 20. (N) 082 33 02. (W) SCALED DG9871* NAVD 88 - 23.156 (meters) 75.97 (feet) ADJUSTED DG9871 ___________________________________________________________________ DG9871 GEOID HEIGHT- -27.51 (meters) GEOID03 DG9871 DYNAMIC HT - 23.123 (meters) 75.86 (feet) COMP DG9871 MODELED GRAV- 979,239.2 (mgal) NAVD 88 DG9871 DG9871 VERT ORDER - SECOND CLASS I DG9871 DG9871.The horizontal coordinates were scaled from a topographic map and have DG9871.an estimated accuracy of +/- 6 seconds. DG9871 DG9871.The orthometric height was determined by differential leveling DG9871.and adjusted by the National Geodetic Survey in May 2005. DG9871.No vertical observational check was made to the station. DG9871 DG9871.Photographs are available for this station. DG9871 DG9871.The geoid height was determined by GEOID03. DG9871 DG9871.The dynamic height is computed by dividing the NAVD 88 DG9871.geopotential number by the normal gravity value computed on the DG9871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9871.degrees latitude (g = 980.6199 gals.). DG9871 DG9871.The modeled gravity was interpolated from observed gravity values. DG9871 DG9871; North East Units Estimated Accuracy DG9871;SPC FL W - 527,010. 146,400. MT (+/- 180 meters Scaled) DG9871 DG9871 SUPERSEDED SURVEY CONTROL DG9871 DG9871.No superseded survey control is available for this station. DG9871 DG9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN490188(NAD 83) DG9871_MARKER: DD = SURVEY DISK DG9871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9871_STAMPING: N 586 2003 DG9871_MARK LOGO: FLDEP DG9871_PROJECTION: RECESSED 5 CENTIMETERS DG9871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9871+STABILITY: SURFACE MOTION DG9871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9871+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003 DG9871 DG9871 HISTORY - Date Condition Report By DG9871 HISTORY - 20030727 MONUMENTED FLDEP DG9871 DG9871 STATION DESCRIPTION DG9871 DG9871'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9871'THE MARK IS ABOUT 5.8 MI NORTHWEST OF DUNNELLON, IN SECTION 13, DG9871'TOWNSHIP 16 SOUTH, RANGE 17 EAST. DG9871' DG9871'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 40 AND COUNTY ROAD DG9871'336 ABOUT 3.7 MI WEST OF DUNNELLON, GO NORTHWEST ON COUNTY ROAD 336 DG9871'FOR 2.65 MI TO THE JUNCTION OF ROAD NUMBER 1 (UNMARKED DIRT ROAD) ON DG9871'THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE DG9871'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 DG9871'FT BELOW THE LEVEL OF COUNTY ROAD 336. DG9871' DG9871'LOCATED 116.3 FT SOUTH-SOUTHWEST OF A WELCOME TO THE GOETH STATE DG9871'FOREST SIGN, 53.1 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF DG9871'COUNTY ROAD 336, 18.1 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF DG9871'ROAD NUMBER 1 (UNMARKED DIRT ROAD) AND 0.6 FT NORTHWEST OF A DG9871'CARSONITE WITNESS POST. DG9871' DG9871'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9570 *********************************************************************** DG9570 DESIGNATION - N 589 DG9570 PID - DG9570 DG9570 STATE/COUNTY- FL/LEVY DG9570 USGS QUAD - MORRISTON (1993) DG9570 DG9570 *CURRENT SURVEY CONTROL DG9570 ___________________________________________________________________ DG9570* NAD 83(1986)- 29 22 00. (N) 082 24 36. (W) SCALED DG9570* NAVD 88 - 21.023 (meters) 68.97 (feet) ADJUSTED DG9570 ___________________________________________________________________ DG9570 GEOID HEIGHT- -27.72 (meters) GEOID03 DG9570 DYNAMIC HT - 20.994 (meters) 68.88 (feet) COMP DG9570 MODELED GRAV- 979,265.9 (mgal) NAVD 88 DG9570 DG9570 VERT ORDER - FIRST CLASS II DG9570 DG9570.The horizontal coordinates were scaled from a topographic map and have DG9570.an estimated accuracy of +/- 6 seconds. DG9570 DG9570.The orthometric height was determined by differential leveling DG9570.and adjusted by the National Geodetic Survey in May 2005. DG9570 DG9570.The geoid height was determined by GEOID03. DG9570 DG9570.The dynamic height is computed by dividing the NAVD 88 DG9570.geopotential number by the normal gravity value computed on the DG9570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9570.degrees latitude (g = 980.6199 gals.). DG9570 DG9570.The modeled gravity was interpolated from observed gravity values. DG9570 DG9570; North East Units Estimated Accuracy DG9570;SPC FL W - 557,740. 160,190. MT (+/- 180 meters Scaled) DG9570 DG9570 SUPERSEDED SURVEY CONTROL DG9570 DG9570.No superseded survey control is available for this station. DG9570 DG9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN631494(NAD 83) DG9570_MARKER: DD = SURVEY DISK DG9570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9570_STAMPING: N 589 2003 DG9570_MARK LOGO: FLDEP DG9570_PROJECTION: FLUSH DG9570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9570+STABILITY: SURFACE MOTION DG9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9570+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003 DG9570 DG9570 HISTORY - Date Condition Report By DG9570 HISTORY - 20031015 MONUMENTED FLDEP DG9570 DG9570 STATION DESCRIPTION DG9570 DG9570'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9570'THE MARK IS ABOUT 2.5 MI SOUTHEAST OF WILLISTON, IN SECTION 9, DG9570'TOWNSHIP 13 SOUTH, RANGE 19 EAST. DG9570' DG9570'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, 27, STATE DG9570'ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 IN WILLISTON, GO EAST ON U.S. DG9570'HIGHWAY 27 FOR 2.95 MI TO THE JUNCTION OF NORTHEAST 25TH STREET ON DG9570'THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND DG9570'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 2.5 FT BELOW THE DG9570'LEVEL OF U.S. HIGHWAY 27. DG9570' DG9570'LOCATED 71.0 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. DG9570'HIGHWAY 27 SOUTHEAST-BOUND, 66.7 FT SOUTH OF THE APPROXIMATE DG9570'CENTERLINE OF NORTHEAST 25TH STREET, 1.2 FT NORTHEAST OF A 3-RAIL DG9570'WOODEN FENCE AND 1.1 FT NORTHEAST OF A CARSONITE WITNESS POST. DG9570' DG9570'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8082 *********************************************************************** DG8082 DESIGNATION - P 585 DG8082 PID - DG8082 DG8082 STATE/COUNTY- FL/LEVY DG8082 USGS QUAD - TIDEWATER (1991) DG8082 DG8082 *CURRENT SURVEY CONTROL DG8082 ___________________________________________________________________ DG8082* NAD 83(1986)- 29 13 21. (N) 082 34 57. (W) SCALED DG8082* NAVD 88 - 17.978 (meters) 58.98 (feet) ADJUSTED DG8082 ___________________________________________________________________ DG8082 GEOID HEIGHT- -27.55 (meters) GEOID03 DG8082 DYNAMIC HT - 17.953 (meters) 58.90 (feet) COMP DG8082 MODELED GRAV- 979,254.0 (mgal) NAVD 88 DG8082 DG8082 VERT ORDER - FIRST CLASS II DG8082 DG8082.The horizontal coordinates were scaled from a topographic map and have DG8082.an estimated accuracy of +/- 6 seconds. DG8082 DG8082.The orthometric height was determined by differential leveling DG8082.and adjusted by the National Geodetic Survey in May 2005. DG8082.No vertical observational check was made to the station. DG8082 DG8082.Photographs are available for this station. DG8082 DG8082.The geoid height was determined by GEOID03. DG8082 DG8082.The dynamic height is computed by dividing the NAVD 88 DG8082.geopotential number by the normal gravity value computed on the DG8082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8082.degrees latitude (g = 980.6199 gals.). DG8082 DG8082.The modeled gravity was interpolated from observed gravity values. DG8082 DG8082; North East Units Estimated Accuracy DG8082;SPC FL W - 541,830. 143,370. MT (+/- 180 meters Scaled) DG8082 DG8082 SUPERSEDED SURVEY CONTROL DG8082 DG8082.No superseded survey control is available for this station. DG8082 DG8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN461336(NAD 83) DG8082_MARKER: F = FLANGE-ENCASED ROD DG8082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8082_STAMPING: P 585 2003 DG8082_MARK LOGO: NGS DG8082_PROJECTION: FLUSH DG8082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8082+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG8082_ROD/PIPE-DEPTH: 17.0 meters DG8082 DG8082 HISTORY - Date Condition Report By DG8082 HISTORY - 20030723 MONUMENTED FLDEP DG8082 DG8082 STATION DESCRIPTION DG8082 DG8082'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8082'THE MARK IS ABOUT 16.0 MI SOUTH OF BRONSON, IN SECTION 35, TOWNSHIP 14 DG8082'SOUTH, RANGE 17 EAST. DG8082' DG8082'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8082'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8082'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8082'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8082'CONTINUE SOUTH ON COUNTY ROAD 337 FOR 4.8 MI TO THE JUNCTION OF FOX DG8082'GROVE DRIVE ON THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS STEEL DG8082'ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.9 FT WITH AN NGS LOGO CAP DG8082'FLUSH WITH THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL OF COUNTY ROAD DG8082'337, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS DG8082'LOGO CAP. DG8082' DG8082'LOCATED 49.7 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF FOX DG8082'GROVE DRIVE, 48.8 FT NORTH OF POWER POLE NUMBER A86557, 42,1 FT WEST DG8082'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 2.1 FT EAST OF A DG8082'HOG WIRE FENCE AND 1.1 FT EAST OF A CARSONITE WITNESS POST. DG8082' DG8082'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8082' DG8082'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8083 *********************************************************************** DG8083 DESIGNATION - Q 585 DG8083 PID - DG8083 DG8083 STATE/COUNTY- FL/LEVY DG8083 USGS QUAD - TIDEWATER (1991) DG8083 DG8083 *CURRENT SURVEY CONTROL DG8083 ___________________________________________________________________ DG8083* NAD 83(1986)- 29 12 32. (N) 082 34 56. (W) SCALED DG8083* NAVD 88 - 19.429 (meters) 63.74 (feet) ADJUSTED DG8083 ___________________________________________________________________ DG8083 GEOID HEIGHT- -27.55 (meters) GEOID03 DG8083 DYNAMIC HT - 19.402 (meters) 63.65 (feet) COMP DG8083 MODELED GRAV- 979,252.6 (mgal) NAVD 88 DG8083 DG8083 VERT ORDER - FIRST CLASS II DG8083 DG8083.The horizontal coordinates were scaled from a topographic map and have DG8083.an estimated accuracy of +/- 6 seconds. DG8083 DG8083.The orthometric height was determined by differential leveling DG8083.and adjusted by the National Geodetic Survey in May 2005. DG8083.No vertical observational check was made to the station. DG8083 DG8083.Photographs are available for this station. DG8083 DG8083.The geoid height was determined by GEOID03. DG8083 DG8083.The dynamic height is computed by dividing the NAVD 88 DG8083.geopotential number by the normal gravity value computed on the DG8083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8083.degrees latitude (g = 980.6199 gals.). DG8083 DG8083.The modeled gravity was interpolated from observed gravity values. DG8083 DG8083; North East Units Estimated Accuracy DG8083;SPC FL W - 540,320. 143,390. MT (+/- 180 meters Scaled) DG8083 DG8083 SUPERSEDED SURVEY CONTROL DG8083 DG8083.No superseded survey control is available for this station. DG8083 DG8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN461321(NAD 83) DG8083_MARKER: F = FLANGE-ENCASED ROD DG8083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8083_STAMPING: Q 585 2003 DG8083_MARK LOGO: NGS DG8083_PROJECTION: FLUSH DG8083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8083+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 DG8083_ROD/PIPE-DEPTH: 15.8 meters DG8083 DG8083 HISTORY - Date Condition Report By DG8083 HISTORY - 20030723 MONUMENTED FLDEP DG8083 HISTORY - 20040518 GOOD FLDEP DG8083 DG8083 STATION DESCRIPTION DG8083 DG8083'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8083'THE MARK IS ABOUT 15.9 MI SOUTH OF BRONSON, 14.0 MI SOUTHWEST OF DG8083'WILLSTON, 13.0 MI NORTH-NORTHEAST OF INGLIS, 4.5 MI NORTHEAST OF DG8083'LEBANON STATION, IN SECTION 3, TOWNSHIP 15, SOUTH, RANGE 17 EAST. DG8083' DG8083'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8083'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8083'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8083'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8083'CONTINUE SOUTH ON COUNTY ROAD 337 FOR 5.75 MI TO THE INTERSECTION OF DG8083'STATE ROAD 121 AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN DG8083'TO REFUSAL AT A DEPTH OF 51.7 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG8083'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 121, THE DATUM DG8083'POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8083' DG8083'LOCATED 220.7 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD DG8083'337, 61.6 FT EAST OF POWER POLE NUMBER B111100, 43.2 FT NORTH OF THE DG8083'APPROXIMATE CENTERLINE OF STATE ROAD 121, 1.3 FT SOUTH OF A BARB WIRE DG8083'FENCE AND 1.2 FT SOUTH OF A CARSONITE WITNESS POST. DG8083' DG8083'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8083' DG8083'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8083 DG8083 STATION RECOVERY (2004) DG8083 DG8083'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) DG8083'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8067 *********************************************************************** DG8067 DESIGNATION - R 584 DG8067 PID - DG8067 DG8067 STATE/COUNTY- FL/LEVY DG8067 USGS QUAD - BRONSON NE (1988) DG8067 DG8067 *CURRENT SURVEY CONTROL DG8067 ___________________________________________________________________ DG8067* NAD 83(1986)- 29 26 15. (N) 082 37 09. (W) SCALED DG8067* NAVD 88 - 25.224 (meters) 82.76 (feet) ADJUSTED DG8067 ___________________________________________________________________ DG8067 GEOID HEIGHT- -27.62 (meters) GEOID03 DG8067 DYNAMIC HT - 25.189 (meters) 82.64 (feet) COMP DG8067 MODELED GRAV- 979,276.1 (mgal) NAVD 88 DG8067 DG8067 VERT ORDER - FIRST CLASS II DG8067 DG8067.The horizontal coordinates were scaled from a topographic map and have DG8067.an estimated accuracy of +/- 6 seconds. DG8067 DG8067.The orthometric height was determined by differential leveling DG8067.and adjusted by the National Geodetic Survey in May 2005. DG8067.No vertical observational check was made to the station. DG8067 DG8067.Photographs are available for this station. DG8067 DG8067.The geoid height was determined by GEOID03. DG8067 DG8067.The dynamic height is computed by dividing the NAVD 88 DG8067.geopotential number by the normal gravity value computed on the DG8067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8067.degrees latitude (g = 980.6199 gals.). DG8067 DG8067.The modeled gravity was interpolated from observed gravity values. DG8067 DG8067; North East Units Estimated Accuracy DG8067;SPC FL W - 565,680. 139,930. MT (+/- 180 meters Scaled) DG8067 DG8067 SUPERSEDED SURVEY CONTROL DG8067 DG8067.No superseded survey control is available for this station. DG8067 DG8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN429575(NAD 83) DG8067_MARKER: F = FLANGE-ENCASED ROD DG8067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8067_STAMPING: R 584 2003 DG8067_MARK LOGO: NGS DG8067_PROJECTION: FLUSH DG8067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8067+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2003 DG8067_ROD/PIPE-DEPTH: 10.9 meters DG8067 DG8067 HISTORY - Date Condition Report By DG8067 HISTORY - 20030713 MONUMENTED FLDEP DG8067 DG8067 STATION DESCRIPTION DG8067 DG8067'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8067'THE MARK IS ABOUT 1.3 MI EAST-SOUTHEAST OF BRONSON, IN SECTION 16, DG8067'TOWNSHIP 12 SOUTH, RANGE 17 EAST. DG8067' DG8067'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8067'AND COUNTY ROAD 337 IN BRONSON, GO SOUTHEAST ON ALTERNATE U.S. DG8067'HIGHWAY 27 FOR 1.15 MI TO THE JUNCTION OF NORTHEAST 91ST TERRACE ON DG8067'THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO DG8067'REFUSAL AT A DEPTH OF 35.8 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG8067'GROUND AND LEVEL WITH NORTHEAST 91ST TERRACE, THE DATUM POINT IS DG8067'RECESSED 0.1 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8067' DG8067'LOCATED 34.9 FT NORTH OF POWER POLE NUMBER 6376483, 27.8 FT EAST OF DG8067'THE APPROXIMATE CENTERLINE OF NORTHEAST 91ST TERRACE, 25.1 FT NORTH DG8067'OF A CHAIN LINK FENCE CORNER POST, 1.2 FT WEST OF A CHAIN LINK FENCE DG8067'AND 0.8 FT WEST OF A CARSONITE WITNESS POST. DG8067' DG8067'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8067' DG8067'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9876 *********************************************************************** DG9876 DESIGNATION - R 585 DG9876 PID - DG9876 DG9876 STATE/COUNTY- FL/LEVY DG9876 USGS QUAD - TIDEWATER (1991) DG9876 DG9876 *CURRENT SURVEY CONTROL DG9876 ___________________________________________________________________ DG9876* NAD 83(1986)- 29 13 48. (N) 082 33 42. (W) SCALED DG9876* NAVD 88 - 34.471 (meters) 113.09 (feet) ADJUSTED DG9876 ___________________________________________________________________ DG9876 GEOID HEIGHT- -27.57 (meters) GEOID03 DG9876 DYNAMIC HT - 34.423 (meters) 112.94 (feet) COMP DG9876 MODELED GRAV- 979,253.6 (mgal) NAVD 88 DG9876 DG9876 VERT ORDER - SECOND CLASS I DG9876 DG9876.The horizontal coordinates were scaled from a topographic map and have DG9876.an estimated accuracy of +/- 6 seconds. DG9876 DG9876.The orthometric height was determined by differential leveling DG9876.and adjusted by the National Geodetic Survey in May 2005. DG9876.No vertical observational check was made to the station. DG9876 DG9876.Photographs are available for this station. DG9876 DG9876.The geoid height was determined by GEOID03. DG9876 DG9876.The dynamic height is computed by dividing the NAVD 88 DG9876.geopotential number by the normal gravity value computed on the DG9876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9876.degrees latitude (g = 980.6199 gals.). DG9876 DG9876.The modeled gravity was interpolated from observed gravity values. DG9876 DG9876; North East Units Estimated Accuracy DG9876;SPC FL W - 542,650. 145,400. MT (+/- 180 meters Scaled) DG9876 DG9876 SUPERSEDED SURVEY CONTROL DG9876 DG9876.No superseded survey control is available for this station. DG9876 DG9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN482344(NAD 83) DG9876_MARKER: DD = SURVEY DISK DG9876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9876_STAMPING: R 585 2003 DG9876_MARK LOGO: FLDEP DG9876_PROJECTION: RECESSED 8 CENTIMETERS DG9876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9876+STABILITY: SURFACE MOTION DG9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9876+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 DG9876 DG9876 HISTORY - Date Condition Report By DG9876 HISTORY - 20030723 MONUMENTED FLDEP DG9876 DG9876 STATION DESCRIPTION DG9876 DG9876'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9876'THE MARK IS ABOUT 13.4 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 36, DG9876'TOWNSHIP 14 SOUTH, RANGE 17 EAST. DG9876' DG9876'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9876'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO NORTHEAST ON STATE DG9876'ROAD 121 FOR 2.05 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A DG9876'ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND DG9876'AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 121. DG9876' DG9876'LOCATED 210.0 FT NORTHEAST OF POWER POLE NUMBER B42204, 55.1 FT DG9876'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121 AND DG9876'1.1 FT WEST OF A CARSONITE WITNESS POST. DG9876' DG9876'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9564 *********************************************************************** DG9564 DESIGNATION - R 586 DG9564 PID - DG9564 DG9564 STATE/COUNTY- FL/LEVY DG9564 USGS QUAD - MORRISTON (1993) DG9564 DG9564 *CURRENT SURVEY CONTROL DG9564 ___________________________________________________________________ DG9564* NAD 83(1986)- 29 20 36. (N) 082 27 20. (W) SCALED DG9564* NAVD 88 - 18.406 (meters) 60.39 (feet) ADJUSTED DG9564 ___________________________________________________________________ DG9564 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9564 DYNAMIC HT - 18.380 (meters) 60.30 (feet) COMP DG9564 MODELED GRAV- 979,264.1 (mgal) NAVD 88 DG9564 DG9564 VERT ORDER - FIRST CLASS II DG9564 DG9564.The horizontal coordinates were scaled from a topographic map and have DG9564.an estimated accuracy of +/- 6 seconds. DG9564 DG9564.The orthometric height was determined by differential leveling DG9564.and adjusted by the National Geodetic Survey in May 2005. DG9564.No vertical observational check was made to the station. DG9564 DG9564.Photographs are available for this station. DG9564 DG9564.The geoid height was determined by GEOID03. DG9564 DG9564.The dynamic height is computed by dividing the NAVD 88 DG9564.geopotential number by the normal gravity value computed on the DG9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9564.degrees latitude (g = 980.6199 gals.). DG9564 DG9564.The modeled gravity was interpolated from observed gravity values. DG9564 DG9564; North East Units Estimated Accuracy DG9564;SPC FL W - 555,170. 155,760. MT (+/- 180 meters Scaled) DG9564 DG9564 SUPERSEDED SURVEY CONTROL DG9564 DG9564.No superseded survey control is available for this station. DG9564 DG9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN586469(NAD 83) DG9564_MARKER: DD = SURVEY DISK DG9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9564_STAMPING: R 586 2003 DG9564_MARK LOGO: FLDEP DG9564_PROJECTION: FLUSH DG9564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9564+STABILITY: SURFACE MOTION DG9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9564+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003 DG9564 DG9564 HISTORY - Date Condition Report By DG9564 HISTORY - 20030806 MONUMENTED FLDEP DG9564 DG9564 STATION DESCRIPTION DG9564 DG9564'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9564'THE MARK IS ABOUT 3.0 MI SOUTH OF WILLISTON, IN SECTION 19, TOWNSHIP DG9564'13 SOUTH, RANGE 19 EAST. DG9564' DG9564'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9564'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9564'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 2.95 MI TO THE MARK ON THE DG9564'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE DG9564'GROUND AND LEVEL WITH U.S. HIGHWAY 41. DG9564' DG9564'LOCATED 157.6 FT SOUTHEAST OF A WOODEN POWER POLE, 49.9 FT EAST OF THE DG9564'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41, 3.1 FT SOUTHWEST OF A DG9564'METAL RIGHT OF WAY WITNESS POST AND 0.6 FT WEST OF A CARSONITE DG9564'WITNESS POST. DG9564' DG9564'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8065 *********************************************************************** DG8065 DESIGNATION - S 584 DG8065 PID - DG8065 DG8065 STATE/COUNTY- FL/LEVY DG8065 USGS QUAD - BRONSON NE (1988) DG8065 DG8065 *CURRENT SURVEY CONTROL DG8065 ___________________________________________________________________ DG8065* NAD 83(1986)- 29 25 18. (N) 082 34 29. (W) SCALED DG8065* NAVD 88 - 32.084 (meters) 105.26 (feet) ADJUSTED DG8065 ___________________________________________________________________ DG8065 GEOID HEIGHT- -27.63 (meters) GEOID03 DG8065 DYNAMIC HT - 32.040 (meters) 105.12 (feet) COMP DG8065 MODELED GRAV- 979,273.4 (mgal) NAVD 88 DG8065 DG8065 VERT ORDER - FIRST CLASS II DG8065 DG8065.The horizontal coordinates were scaled from a topographic map and have DG8065.an estimated accuracy of +/- 6 seconds. DG8065 DG8065.The orthometric height was determined by differential leveling DG8065.and adjusted by the National Geodetic Survey in May 2005. DG8065.No vertical observational check was made to the station. DG8065 DG8065.Photographs are available for this station. DG8065 DG8065.The geoid height was determined by GEOID03. DG8065 DG8065.The dynamic height is computed by dividing the NAVD 88 DG8065.geopotential number by the normal gravity value computed on the DG8065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8065.degrees latitude (g = 980.6199 gals.). DG8065 DG8065.The modeled gravity was interpolated from observed gravity values. DG8065 DG8065; North East Units Estimated Accuracy DG8065;SPC FL W - 563,900. 144,230. MT (+/- 180 meters Scaled) DG8065 DG8065 SUPERSEDED SURVEY CONTROL DG8065 DG8065.No superseded survey control is available for this station. DG8065 DG8065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN472557(NAD 83) DG8065_MARKER: F = FLANGE-ENCASED ROD DG8065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8065_STAMPING: S 584 2003 DG8065_MARK LOGO: NGS DG8065_PROJECTION: FLUSH DG8065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8065+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2003 DG8065_ROD/PIPE-DEPTH: 17.0 meters DG8065 DG8065 HISTORY - Date Condition Report By DG8065 HISTORY - 20030713 MONUMENTED FLDEP DG8065 DG8065 STATION DESCRIPTION DG8065 DG8065'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8065'THE MARK IS ABOUT 4.2 MI EAST-SOUTHEAST OF BRONSON, IN SECTION 23, DG8065'TOWNSHIP 12 SOUTH, RANGE 17 EAST. DG8065' DG8065'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8065'AND COUNTY ROAD 337 IN BRONSON, GO SOUTHEAST ON ALTERNATE U.S. DG8065'HIGHWAY 27 FOR 4.05 MI TO THE INTERSECTION OF NORTHEAST 60TH STREET, DG8065'TURN LEFT ON NORTHEAST 60TH STREET AND GO EAST FOR 0.05 MI TO THE DG8065'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH DG8065'OF 55.7 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 0.5 FT DG8065'ABOVE THE LEVEL OF NORTHEAST 60TH STREET, THE DATUM POINT IS RECESSED DG8065'0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8065' DG8065'LOCATED 131.9 FT WEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST 119TH DG8065'STREET, 115.2 FT EAST OF POWER POLE NUMBER B53121, 33.2 FT NORTH OF DG8065'THE APPROXIMATE CENTERLINE OF NORTHEAST 60TH STREET, 1.8 FT SOUTH OF DG8065'A FENCE AND 1.4 FT SOUTH OF A CARSONITE WITNESS POST. DG8065' DG8065'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8065' DG8065'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9862 *********************************************************************** DG9862 DESIGNATION - S 585 DG9862 PID - DG9862 DG9862 STATE/COUNTY- FL/LEVY DG9862 USGS QUAD - TIDEWATER (1991) DG9862 DG9862 *CURRENT SURVEY CONTROL DG9862 ___________________________________________________________________ DG9862* NAD 83(1986)- 29 14 36. (N) 082 33 22. (W) SCALED DG9862* NAVD 88 - 30.730 (meters) 100.82 (feet) ADJUSTED DG9862 ___________________________________________________________________ DG9862 GEOID HEIGHT- -27.58 (meters) GEOID03 DG9862 DYNAMIC HT - 30.687 (meters) 100.68 (feet) COMP DG9862 MODELED GRAV- 979,254.6 (mgal) NAVD 88 DG9862 DG9862 VERT ORDER - SECOND CLASS I DG9862 DG9862.The horizontal coordinates were scaled from a topographic map and have DG9862.an estimated accuracy of +/- 6 seconds. DG9862 DG9862.The orthometric height was determined by differential leveling DG9862.and adjusted by the National Geodetic Survey in May 2005. DG9862.No vertical observational check was made to the station. DG9862 DG9862.Photographs are available for this station. DG9862 DG9862.The geoid height was determined by GEOID03. DG9862 DG9862.The dynamic height is computed by dividing the NAVD 88 DG9862.geopotential number by the normal gravity value computed on the DG9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9862.degrees latitude (g = 980.6199 gals.). DG9862 DG9862.The modeled gravity was interpolated from observed gravity values. DG9862 DG9862; North East Units Estimated Accuracy DG9862;SPC FL W - 544,130. 145,940. MT (+/- 180 meters Scaled) DG9862 DG9862 SUPERSEDED SURVEY CONTROL DG9862 DG9862.No superseded survey control is available for this station. DG9862 DG9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN487359(NAD 83) DG9862_MARKER: DD = SURVEY DISK DG9862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9862_STAMPING: S 585 2003 DG9862_MARK LOGO: FLDEP DG9862_PROJECTION: FLUSH DG9862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9862+STABILITY: SURFACE MOTION DG9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9862+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9862 DG9862 HISTORY - Date Condition Report By DG9862 HISTORY - 20030724 MONUMENTED FLDEP DG9862 DG9862 STATION DESCRIPTION DG9862 DG9862'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9862'THE MARK IS ABOUT 13.7 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 30, DG9862'TOWNSHIP 14 SOUTH, RANGE 18 EAST. DG9862' DG9862'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9862'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO NORTHEAST ON STATE DG9862'ROAD 121 FOR 3.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A DG9862'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 2.0 FT BELOW THE DG9862'LEVEL OF STATE ROAD 121. DG9862' DG9862'LOCATED 114.0 FT NORTH OF POWER POLE NUMBER B42366, 56.1 FT DG9862'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, 0.8 DG9862'FT EAST-SOUTHEAST OF A BARB WIRE FENCE AND 0.7 FT SOUTHEAST OF A DG9862'CARSONITE WITNESS POST. DG9862' DG9862'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9549 *********************************************************************** DG9549 DESIGNATION - S 586 DG9549 PID - DG9549 DG9549 STATE/COUNTY- FL/LEVY DG9549 USGS QUAD - MORRISTON (1993) DG9549 DG9549 *CURRENT SURVEY CONTROL DG9549 ___________________________________________________________________ DG9549* NAD 83(1986)- 29 19 50. (N) 082 27 17. (W) SCALED DG9549* NAVD 88 - 18.269 (meters) 59.94 (feet) ADJUSTED DG9549 ___________________________________________________________________ DG9549 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9549 DYNAMIC HT - 18.244 (meters) 59.86 (feet) COMP DG9549 MODELED GRAV- 979,262.3 (mgal) NAVD 88 DG9549 DG9549 VERT ORDER - FIRST CLASS II DG9549 DG9549.The horizontal coordinates were scaled from a topographic map and have DG9549.an estimated accuracy of +/- 6 seconds. DG9549 DG9549.The orthometric height was determined by differential leveling DG9549.and adjusted by the National Geodetic Survey in May 2005. DG9549.No vertical observational check was made to the station. DG9549 DG9549.Photographs are available for this station. DG9549 DG9549.The geoid height was determined by GEOID03. DG9549 DG9549.The dynamic height is computed by dividing the NAVD 88 DG9549.geopotential number by the normal gravity value computed on the DG9549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9549.degrees latitude (g = 980.6199 gals.). DG9549 DG9549.The modeled gravity was interpolated from observed gravity values. DG9549 DG9549; North East Units Estimated Accuracy DG9549;SPC FL W - 553,750. 155,840. MT (+/- 180 meters Scaled) DG9549 DG9549 SUPERSEDED SURVEY CONTROL DG9549 DG9549.No superseded survey control is available for this station. DG9549 DG9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587454(NAD 83) DG9549_MARKER: F = FLANGE-ENCASED ROD DG9549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9549_STAMPING: S 586 2003 DG9549_MARK LOGO: NGS DG9549_PROJECTION: FLUSH DG9549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9549+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003 DG9549_ROD/PIPE-DEPTH: 7.0 meters DG9549 DG9549 HISTORY - Date Condition Report By DG9549 HISTORY - 20030805 MONUMENTED FLDEP DG9549 DG9549 STATION DESCRIPTION DG9549 DG9549'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9549'THE MARK IS ABOUT 3.9 MI SOUTH OF WILLISTON, IN SECTION 19, TOWNSHIP DG9549'13 SOUTH, RANGE 19 EAST. DG9549' DG9549'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9549'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9549'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 3.85 MI TO THE JUNCTION OF DG9549'COUNTY ROAD 322 ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS DG9549'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.9 FT WITH AN NGS LOGO CAP DG9549'FLUSH WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY 41, THE DATUM POINT DG9549'IS RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9549' DG9549'LOCATED 119.1 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DG9549'COUNTY ROAD 322, 50.9 FT EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE DG9549'OF U.S. HIGHWAY 41, 1.4 FT WEST-SOUTHWEST OF A HOG WIRE FENCE AND 1.2 DG9549'FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST. DG9549' DG9549'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9549' DG9549'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8084 *********************************************************************** DG8084 DESIGNATION - S 587 DG8084 PID - DG8084 DG8084 STATE/COUNTY- FL/LEVY DG8084 USGS QUAD - TIDEWATER (1991) DG8084 DG8084 *CURRENT SURVEY CONTROL DG8084 ___________________________________________________________________ DG8084* NAD 83(1986)- 29 12 25. (N) 082 35 37. (W) SCALED DG8084* NAVD 88 - 15.128 (meters) 49.63 (feet) ADJUSTED DG8084 ___________________________________________________________________ DG8084 GEOID HEIGHT- -27.54 (meters) GEOID03 DG8084 DYNAMIC HT - 15.106 (meters) 49.56 (feet) COMP DG8084 MODELED GRAV- 979,253.1 (mgal) NAVD 88 DG8084 DG8084 VERT ORDER - FIRST CLASS II DG8084 DG8084.The horizontal coordinates were scaled from a topographic map and have DG8084.an estimated accuracy of +/- 6 seconds. DG8084 DG8084.The orthometric height was determined by differential leveling DG8084.and adjusted by the National Geodetic Survey in May 2005. DG8084.No vertical observational check was made to the station. DG8084 DG8084.Photographs are available for this station. DG8084 DG8084.The geoid height was determined by GEOID03. DG8084 DG8084.The dynamic height is computed by dividing the NAVD 88 DG8084.geopotential number by the normal gravity value computed on the DG8084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8084.degrees latitude (g = 980.6199 gals.). DG8084 DG8084.The modeled gravity was interpolated from observed gravity values. DG8084 DG8084; North East Units Estimated Accuracy DG8084;SPC FL W - 540,110. 142,280. MT (+/- 180 meters Scaled) DG8084 DG8084 SUPERSEDED SURVEY CONTROL DG8084 DG8084.No superseded survey control is available for this station. DG8084 DG8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN450319(NAD 83) DG8084_MARKER: DD = SURVEY DISK DG8084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8084_STAMPING: S 587 2003 DG8084_MARK LOGO: FLDEP DG8084_PROJECTION: RECESSED 8 CENTIMETERS DG8084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8084+STABILITY: SURFACE MOTION DG8084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8084+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003 DG8084 DG8084 HISTORY - Date Condition Report By DG8084 HISTORY - 20030810 MONUMENTED FLDEP DG8084 HISTORY - 20031119 GOOD FLDEP DG8084 DG8084 STATION DESCRIPTION DG8084 DG8084'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8084'THE MARK IS ABOUT 12.6 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 4, DG8084'TOWNSHIP 15, SOUTH, RANGE 17 EAST. DG8084' DG8084'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 121 AND COUNTY DG8084'ROAD 337 ABOUT 13.0 MI NORTH-NORTHEAST OF INGLIS, GO WEST ON STATE DG8084'ROAD 121 FOR 0.65 MI TO THE JUNCTION OF APEX ROAD ON THE LEFT AND THE DG8084'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG8084'RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT BELOW DG8084'THE LEVEL OF STATE ROAD 121. DG8084' DG8084'LOCATED 47.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, DG8084'15.7 FT WEST OF THE APPROXIMATE CENTERLINE OF APEX ROAD AND 1.2 FT DG8084'NORTH OF A CARSONITE WITNESS POST. DG8084' DG8084'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG8084 DG8084 STATION RECOVERY (2003) DG8084 DG8084'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) DG8084'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0811 *********************************************************************** AR0811 DESIGNATION - T 267 AR0811 PID - AR0811 AR0811 STATE/COUNTY- FL/LEVY AR0811 USGS QUAD - MORRISTON (1993) AR0811 AR0811 *CURRENT SURVEY CONTROL AR0811 ___________________________________________________________________ AR0811* NAD 83(1986)- 29 22 28. (N) 082 28 20. (W) SCALED AR0811* NAVD 88 - 19.134 (meters) 62.78 (feet) ADJUSTED AR0811 ___________________________________________________________________ AR0811 GEOID HEIGHT- -27.67 (meters) GEOID03 AR0811 DYNAMIC HT - 19.108 (meters) 62.69 (feet) COMP AR0811 MODELED GRAV- 979,268.7 (mgal) NAVD 88 AR0811 AR0811 VERT ORDER - SECOND CLASS I AR0811 AR0811.The horizontal coordinates were scaled from a topographic map and have AR0811.an estimated accuracy of +/- 6 seconds. AR0811 AR0811.The orthometric height was determined by differential leveling AR0811.and adjusted by the National Geodetic Survey in May 2005. AR0811.No vertical observational check was made to the station. AR0811 AR0811.Photographs are available for this station. AR0811 AR0811.The geoid height was determined by GEOID03. AR0811 AR0811.The dynamic height is computed by dividing the NAVD 88 AR0811.geopotential number by the normal gravity value computed on the AR0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0811.degrees latitude (g = 980.6199 gals.). AR0811 AR0811.The modeled gravity was interpolated from observed gravity values. AR0811 AR0811; North East Units Estimated Accuracy AR0811;SPC FL W - 558,620. 154,160. MT (+/- 180 meters Scaled) AR0811 AR0811 SUPERSEDED SURVEY CONTROL AR0811 AR0811 NAVD 88 (06/15/91) 19.145 (m) 62.81 (f) UNKNOWN 1 1 AR0811 NGVD 29 (??/??/92) 19.394 (m) 63.63 (f) ADJ UNCH 1 1 AR0811 AR0811.Superseded values are not recommended for survey control. AR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0811.See file dsdata.txt to determine how the superseded data were derived. AR0811 AR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN571503(NAD 83) AR0811_MARKER: DB = BENCH MARK DISK AR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AR0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT AR0811_STAMPING: T 267 1966 AR0811_MARK LOGO: CGS AR0811_PROJECTION: PROJECTING 10 CENTIMETERS AR0811_MAGNETIC: N = NO MAGNETIC MATERIAL AR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AR0811+STABILITY: SURFACE MOTION AR0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR0811+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003 AR0811 AR0811 HISTORY - Date Condition Report By AR0811 HISTORY - 1966 MONUMENTED CGS AR0811 HISTORY - 1989 GOOD USPSQD AR0811 HISTORY - 20030918 GOOD FLDEP AR0811 AR0811 STATION DESCRIPTION AR0811 AR0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0811'2.2 MI SW FROM WILLISTON. AR0811'1.25 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE CROSSING OF THE AR0811'SEABOARD AIR LINE RAILROAD AT WILLISTON, THENCE 1.0 MILE WEST AR0811'ALONG STATE HIGHWAY 121, NEAR THE INTERSECTION OF A BLACK TOPPED AR0811'ROAD, 63.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, AR0811'50.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38.0 FEET AR0811'WEST OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 2 FEET EAST AR0811'OF A CONCRETE RIGHT-OF-WAY MARKER, ABOUT 1 FOOT BELOW THE LEVEL AR0811'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING AR0811'0.3 FOOT. AR0811 AR0811 STATION RECOVERY (1989) AR0811 AR0811'RECOVERY NOTE BY US POWER SQUADRON 1989 (HS) AR0811'RECOVERED IN GOOD CONDITION. AR0811 AR0811 STATION RECOVERY (2003) AR0811 AR0811'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0811'THE MARK IS ABOUT 1.7 MI SOUTHWEST OF WILLISTON, IN SECTION 2, AR0811'TOWNSHIP 13 SOUTH, RANGE 18 EAST. AR0811' AR0811'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, AR0811'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE AR0811'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE AR0811'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE AR0811'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 1.0 MI TO THE AR0811'INTERSECTION OF NORTHEAST 180TH AVENUE (ALSO KNOWN AS SOUTHWEST 16TH AR0811'STREET) AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE AR0811'MONUMENT PROJECTING 0.4 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT AR0811'1.0 FT BELOW THE LEVEL OF STATE ROAD 121. AR0811' AR0811'LOCATED 50.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, AR0811'38.1 FT WEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST 180TH AVENUE, AR0811'2.0 FT EAST OF A CONCRETE RIGHT OF WAY MARKER AND 1.1 FT EAST OF A AR0811'CARSONITE WITNESS POST. AR0811' AR0811'NOTE RAILROAD TRACKS MENTIONED IN PREVIOUS DESCRIPTION ARE NO LONGER AR0811'PRESENT. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8064 *********************************************************************** DG8064 DESIGNATION - T 584 DG8064 PID - DG8064 DG8064 STATE/COUNTY- FL/LEVY DG8064 USGS QUAD - BRONSON NE (1988) DG8064 DG8064 *CURRENT SURVEY CONTROL DG8064 ___________________________________________________________________ DG8064* NAD 83(1986)- 29 25 00. (N) 082 33 31. (W) SCALED DG8064* NAVD 88 - 30.533 (meters) 100.17 (feet) ADJUSTED DG8064 ___________________________________________________________________ DG8064 GEOID HEIGHT- -27.64 (meters) GEOID03 DG8064 DYNAMIC HT - 30.491 (meters) 100.04 (feet) COMP DG8064 MODELED GRAV- 979,272.5 (mgal) NAVD 88 DG8064 DG8064 VERT ORDER - FIRST CLASS II DG8064 DG8064.The horizontal coordinates were scaled from a topographic map and have DG8064.an estimated accuracy of +/- 6 seconds. DG8064 DG8064.The orthometric height was determined by differential leveling DG8064.and adjusted by the National Geodetic Survey in May 2005. DG8064.No vertical observational check was made to the station. DG8064 DG8064.Photographs are available for this station. DG8064 DG8064.The geoid height was determined by GEOID03. DG8064 DG8064.The dynamic height is computed by dividing the NAVD 88 DG8064.geopotential number by the normal gravity value computed on the DG8064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8064.degrees latitude (g = 980.6199 gals.). DG8064 DG8064.The modeled gravity was interpolated from observed gravity values. DG8064 DG8064; North East Units Estimated Accuracy DG8064;SPC FL W - 563,340. 145,790. MT (+/- 180 meters Scaled) DG8064 DG8064 SUPERSEDED SURVEY CONTROL DG8064 DG8064.No superseded survey control is available for this station. DG8064 DG8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN487551(NAD 83) DG8064_MARKER: DD = SURVEY DISK DG8064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8064_STAMPING: T 584 2003 DG8064_MARK LOGO: FLDEP DG8064_PROJECTION: FLUSH DG8064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8064+STABILITY: SURFACE MOTION DG8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8064+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2003 DG8064 DG8064 HISTORY - Date Condition Report By DG8064 HISTORY - 20030713 MONUMENTED FLDEP DG8064 DG8064 STATION DESCRIPTION DG8064 DG8064'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8064'THE MARK IS ABOUT 5.2 MI EAST-SOUTHEAST OF BRONSON, IN SECTION 25, DG8064'TOWNSHIP 12 SOUTH, RANGE 17 EAST. DG8064' DG8064'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8064'AND COUNTY ROAD 337 IN BRONSON, GO SOUTHEAST ON ALTERNATE U.S. DG8064'HIGHWAY 27 FOR 5.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A DG8064'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 2.0 FT BELOW DG8064'THE LEVEL OF ALTERNATE U.S. HIGHWAY 27. DG8064' DG8064'LOCATED 210.4 FT WEST-NORTHWEST OF A WOODEN POWER POLE, 54.7 FT DG8064'EAST-SOUTHEAST OF A WOODEN POWER POLE, 50.2 FT NORTH-NORTHEAST OF THE DG8064'APPROXIMATE CENTERLINE OF THE NORTHWEST BOUND LANES OF ALTERNATE U.S. DG8064'HIGHWAY 27, 30.2 FT WEST-NORTHWEST OF A FIBER OPTIC CABLE WARNING DG8064'SIGN NUMBER 713 AND 1.4 FT SOUTH-SOUTHWEST OF A CARSONITE WITNESS DG8064'POST. DG8064' DG8064'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9861 *********************************************************************** DG9861 DESIGNATION - T 585 DG9861 PID - DG9861 DG9861 STATE/COUNTY- FL/LEVY DG9861 USGS QUAD - BRONSON SE (1988) DG9861 DG9861 *CURRENT SURVEY CONTROL DG9861 ___________________________________________________________________ DG9861* NAD 83(1986)- 29 15 17. (N) 082 33 04. (W) SCALED DG9861* NAVD 88 - 29.502 (meters) 96.79 (feet) ADJUSTED DG9861 ___________________________________________________________________ DG9861 GEOID HEIGHT- -27.58 (meters) GEOID03 DG9861 DYNAMIC HT - 29.460 (meters) 96.65 (feet) COMP DG9861 MODELED GRAV- 979,255.5 (mgal) NAVD 88 DG9861 DG9861 VERT ORDER - SECOND CLASS I DG9861 DG9861.The horizontal coordinates were scaled from a topographic map and have DG9861.an estimated accuracy of +/- 6 seconds. DG9861 DG9861.The orthometric height was determined by differential leveling DG9861.and adjusted by the National Geodetic Survey in May 2005. DG9861.No vertical observational check was made to the station. DG9861 DG9861.Photographs are available for this station. DG9861 DG9861.The geoid height was determined by GEOID03. DG9861 DG9861.The dynamic height is computed by dividing the NAVD 88 DG9861.geopotential number by the normal gravity value computed on the DG9861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9861.degrees latitude (g = 980.6199 gals.). DG9861 DG9861.The modeled gravity was interpolated from observed gravity values. DG9861 DG9861; North East Units Estimated Accuracy DG9861;SPC FL W - 545,390. 146,440. MT (+/- 180 meters Scaled) DG9861 DG9861 SUPERSEDED SURVEY CONTROL DG9861 DG9861.No superseded survey control is available for this station. DG9861 DG9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN492372(NAD 83) DG9861_MARKER: DD = SURVEY DISK DG9861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9861_STAMPING: T 585 2003 DG9861_MARK LOGO: FLDEP DG9861_PROJECTION: RECESSED 8 CENTIMETERS DG9861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9861+STABILITY: SURFACE MOTION DG9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9861+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9861 DG9861 HISTORY - Date Condition Report By DG9861 HISTORY - 20030724 MONUMENTED FLDEP DG9861 DG9861 STATION DESCRIPTION DG9861 DG9861'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9861'THE MARK IS ABOUT 14.9 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 19, DG9861'TOWNSHIP 14 SOUTH, RANGE 18 EAST. DG9861' DG9861'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9861'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO NORTHEAST ON STATE DG9861'ROAD 121 FOR 3.85 MI TO THE JUNCTION OF SOUTHEAST 54TH STREET ON THE DG9861'RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE DG9861'MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND LEVEL WITH DG9861'STATE ROAD 121. DG9861' DG9861'LOCATED 62.2 FT SOUTH-SOUTHWEST OF POWER POLE NUMBER B42347, 41.6 FT DG9861'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, 36.5 DG9861'FT SOUTH-SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF DG9861'SOUTHEAST 54TH STREET AND 0.9 FT EAST OF A CARSONITE WITNESS POST. DG9861' DG9861'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9567 *********************************************************************** DG9567 DESIGNATION - T 586 DG9567 PID - DG9567 DG9567 STATE/COUNTY- FL/LEVY DG9567 USGS QUAD - MORRISTON (1993) DG9567 DG9567 *CURRENT SURVEY CONTROL DG9567 ___________________________________________________________________ DG9567* NAD 83(1986)- 29 18 49. (N) 082 27 05. (W) SCALED DG9567* NAVD 88 - 19.544 (meters) 64.12 (feet) ADJUSTED DG9567 ___________________________________________________________________ DG9567 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9567 DYNAMIC HT - 19.517 (meters) 64.03 (feet) COMP DG9567 MODELED GRAV- 979,259.9 (mgal) NAVD 88 DG9567 DG9567 VERT ORDER - FIRST CLASS II DG9567 DG9567.The horizontal coordinates were scaled from a topographic map and have DG9567.an estimated accuracy of +/- 6 seconds. DG9567 DG9567.The orthometric height was determined by differential leveling DG9567.and adjusted by the National Geodetic Survey in May 2005. DG9567.No vertical observational check was made to the station. DG9567 DG9567.Photographs are available for this station. DG9567 DG9567.The geoid height was determined by GEOID03. DG9567 DG9567.The dynamic height is computed by dividing the NAVD 88 DG9567.geopotential number by the normal gravity value computed on the DG9567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9567.degrees latitude (g = 980.6199 gals.). DG9567 DG9567.The modeled gravity was interpolated from observed gravity values. DG9567 DG9567; North East Units Estimated Accuracy DG9567;SPC FL W - 551,870. 156,150. MT (+/- 180 meters Scaled) DG9567 DG9567 SUPERSEDED SURVEY CONTROL DG9567 DG9567.No superseded survey control is available for this station. DG9567 DG9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN590436(NAD 83) DG9567_MARKER: DD = SURVEY DISK DG9567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9567_STAMPING: T 586 2003 DG9567_MARK LOGO: FLDEP DG9567_PROJECTION: FLUSH DG9567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9567+STABILITY: SURFACE MOTION DG9567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9567+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003 DG9567 DG9567 HISTORY - Date Condition Report By DG9567 HISTORY - 20030805 MONUMENTED FLDEP DG9567 DG9567 STATION DESCRIPTION DG9567 DG9567'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9567'THE MARK IS ABOUT 5.1 MI SOUTH OF WILLISTON, IN SECTION 31, TOWNSHIP DG9567'13 SOUTH, RANGE 19 EAST. DG9567' DG9567'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9567'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9567'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF DG9567'SOUTHEAST 11TH PLACE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN DG9567'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL DG9567'WITH U.S. HIGHWAY 41. DG9567' DG9567'LOCATED 69.4 FT SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DG9567'SOUTHEAST 11TH PLACE, 50.5 FT WEST-SOUTHWEST OF THE APPROXIMATE DG9567'CENTERLINE OF U.S. HIGHWAY 41, 1.2 FT EAST-NORTHEAST OF A BARB WIRE DG9567'FENCE AND 0.9 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST. DG9567' DG9567'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8085 *********************************************************************** DG8085 DESIGNATION - T 587 DG8085 PID - DG8085 DG8085 STATE/COUNTY- FL/LEVY DG8085 USGS QUAD - TIDEWATER (1991) DG8085 DG8085 *CURRENT SURVEY CONTROL DG8085 ___________________________________________________________________ DG8085* NAD 83(1986)- 29 11 56. (N) 082 36 36. (W) SCALED DG8085* NAVD 88 - 13.543 (meters) 44.43 (feet) ADJUSTED DG8085 ___________________________________________________________________ DG8085 GEOID HEIGHT- -27.53 (meters) GEOID03 DG8085 DYNAMIC HT - 13.524 (meters) 44.37 (feet) COMP DG8085 MODELED GRAV- 979,253.2 (mgal) NAVD 88 DG8085 DG8085 VERT ORDER - FIRST CLASS II DG8085 DG8085.The horizontal coordinates were scaled from a topographic map and have DG8085.an estimated accuracy of +/- 6 seconds. DG8085 DG8085.The orthometric height was determined by differential leveling DG8085.and adjusted by the National Geodetic Survey in May 2005. DG8085.No vertical observational check was made to the station. DG8085 DG8085.Photographs are available for this station. DG8085 DG8085.The geoid height was determined by GEOID03. DG8085 DG8085.The dynamic height is computed by dividing the NAVD 88 DG8085.geopotential number by the normal gravity value computed on the DG8085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8085.degrees latitude (g = 980.6199 gals.). DG8085 DG8085.The modeled gravity was interpolated from observed gravity values. DG8085 DG8085; North East Units Estimated Accuracy DG8085;SPC FL W - 539,230. 140,680. MT (+/- 180 meters Scaled) DG8085 DG8085 SUPERSEDED SURVEY CONTROL DG8085 DG8085.No superseded survey control is available for this station. DG8085 DG8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN434310(NAD 83) DG8085_MARKER: DD = SURVEY DISK DG8085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8085_STAMPING: T 587 2003 DG8085_MARK LOGO: FLDEP DG8085_PROJECTION: FLUSH DG8085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8085+STABILITY: SURFACE MOTION DG8085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8085+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8085 DG8085 HISTORY - Date Condition Report By DG8085 HISTORY - 20031001 MONUMENTED FLDEP DG8085 DG8085 STATION DESCRIPTION DG8085 DG8085'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8085'THE MARK IS ABOUT 11.7 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 8, DG8085'TOWNSHIP 15, SOUTH, RANGE 17 EAST. DG8085' DG8085'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 121 AND COUNTY DG8085'ROAD 337 ABOUT 13.0 MI NORTH-NORTHEAST OF INGLIS, GO WEST ON STATE DG8085'ROAD 121 FOR 1.85 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A DG8085'ROUND CONCRETE FLUSH WITH THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL DG8085'OF STATE ROAD 121. DG8085' DG8085'LOCATED 97.7 FT SOUTHWEST OF POWER POLE NUMBER B111070, 40.4 FT DG8085'NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121 AND 1.0 FT DG8085'SOUTHEAST OF A CARSONITE WITNESS POST. DG8085' DG8085'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8096 *********************************************************************** DG8096 DESIGNATION - TT 10 BBS RESET DG8096 PID - DG8096 DG8096 STATE/COUNTY- FL/LEVY DG8096 USGS QUAD - BRONSON SE (1988) DG8096 DG8096 *CURRENT SURVEY CONTROL DG8096 ___________________________________________________________________ DG8096* NAD 83(1986)- 29 17 25. (N) 082 35 21. (W) SCALED DG8096* NAVD 88 - 25.006 (meters) 82.04 (feet) ADJUSTED DG8096 ___________________________________________________________________ DG8096 GEOID HEIGHT- -27.57 (meters) GEOID03 DG8096 DYNAMIC HT - 24.971 (meters) 81.93 (feet) COMP DG8096 MODELED GRAV- 979,260.9 (mgal) NAVD 88 DG8096 DG8096 VERT ORDER - FIRST CLASS II DG8096 DG8096.The horizontal coordinates were scaled from a topographic map and have DG8096.an estimated accuracy of +/- 6 seconds. DG8096 DG8096.The orthometric height was determined by differential leveling DG8096.and adjusted by the National Geodetic Survey in May 2005. DG8096.No vertical observational check was made to the station. DG8096 DG8096.Photographs are available for this station. DG8096 DG8096.The geoid height was determined by GEOID03. DG8096 DG8096.The dynamic height is computed by dividing the NAVD 88 DG8096.geopotential number by the normal gravity value computed on the DG8096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8096.degrees latitude (g = 980.6199 gals.). DG8096 DG8096.The modeled gravity was interpolated from observed gravity values. DG8096 DG8096; North East Units Estimated Accuracy DG8096;SPC FL W - 549,350. 142,760. MT (+/- 180 meters Scaled) DG8096 DG8096 SUPERSEDED SURVEY CONTROL DG8096 DG8096.No superseded survey control is available for this station. DG8096 DG8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN456411(NAD 83) DG8096_MARKER: DB = BENCH MARK DISK DG8096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8096_STAMPING: TT 10 BBS RESET 1955 DG8096_MARK LOGO: USGS DG8096_PROJECTION: PROJECTING 13 CENTIMETERS DG8096_MAGNETIC: N = NO MAGNETIC MATERIAL DG8096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8096+STABILITY: SURFACE MOTION DG8096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8096+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003 DG8096 DG8096 HISTORY - Date Condition Report By DG8096 HISTORY - 1955 MONUMENTED USGS DG8096 HISTORY - 20031017 GOOD FLDEP DG8096 DG8096 STATION DESCRIPTION DG8096 DG8096'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8096'THE MARK IS ABOUT 11.2 MI SOUTH OF BRONSON, IN SECTION 11, TOWNSHIP 14 DG8096'SOUTH, RANGE 17 EAST. DG8096' DG8096'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8096'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH ON COUNTY ROAD 337 FOR 5.1 DG8096'MI TO THE JUNCTION OF COUNTY ROAD 103 ON THE LEFT, CONTINUE SOUTH ON DG8096'COUNTY ROAD 337 FOR 6.0 MI TO THE INTERSECTION OF COUNTY ROAD 326, DG8096'TURN LEFT ON COUNTY ROAD 326 AND GO EAST FOR 0.1 MI TO THE MARK ON THE DG8096'RIGHT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING DG8096'0.5 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT 2.5 FT ABOVE THE LEVEL DG8096'OF COUNTY ROAD 326. DG8096' DG8096'LOCATED 77.8 FT WEST OF A T-JUNCTION OF 2 HOG WIRE FENCE LINES WITH A DG8096'METAL GATE, 50.2 FT SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY DG8096'ROAD 326, 22.7 FT EAST OF THE CENTER OF 2 PHONE CABLE PEDESTALS DG8096'NUMBERED S-326 AND RF-3051, 1.2 FT NORTH OF A HOG WIRE FENCE, 0.8 FT DG8096'EAST OF A STATE ROAD DEPARTMENT CONCRETE RIGHT-OF-WAY MARKER AND 0.7 DG8096'FT NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8063 *********************************************************************** DG8063 DESIGNATION - U 584 DG8063 PID - DG8063 DG8063 STATE/COUNTY- FL/LEVY DG8063 USGS QUAD - BRONSON NE (1988) DG8063 DG8063 *CURRENT SURVEY CONTROL DG8063 ___________________________________________________________________ DG8063* NAD 83(1986)- 29 24 44. (N) 082 32 37. (W) SCALED DG8063* NAVD 88 - 30.847 (meters) 101.20 (feet) ADJUSTED DG8063 ___________________________________________________________________ DG8063 GEOID HEIGHT- -27.64 (meters) GEOID03 DG8063 DYNAMIC HT - 30.804 (meters) 101.06 (feet) COMP DG8063 MODELED GRAV- 979,271.6 (mgal) NAVD 88 DG8063 DG8063 VERT ORDER - FIRST CLASS II DG8063 DG8063.The horizontal coordinates were scaled from a topographic map and have DG8063.an estimated accuracy of +/- 6 seconds. DG8063 DG8063.The orthometric height was determined by differential leveling DG8063.and adjusted by the National Geodetic Survey in May 2005. DG8063.No vertical observational check was made to the station. DG8063 DG8063.Photographs are available for this station. DG8063 DG8063.The geoid height was determined by GEOID03. DG8063 DG8063.The dynamic height is computed by dividing the NAVD 88 DG8063.geopotential number by the normal gravity value computed on the DG8063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8063.degrees latitude (g = 980.6199 gals.). DG8063 DG8063.The modeled gravity was interpolated from observed gravity values. DG8063 DG8063; North East Units Estimated Accuracy DG8063;SPC FL W - 562,840. 147,250. MT (+/- 180 meters Scaled) DG8063 DG8063 SUPERSEDED SURVEY CONTROL DG8063 DG8063.No superseded survey control is available for this station. DG8063 DG8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN502546(NAD 83) DG8063_MARKER: DD = SURVEY DISK DG8063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8063_STAMPING: U 584 2003 DG8063_MARK LOGO: FLDEP DG8063_PROJECTION: FLUSH DG8063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8063+STABILITY: SURFACE MOTION DG8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8063+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2003 DG8063 DG8063 HISTORY - Date Condition Report By DG8063 HISTORY - 20030713 MONUMENTED FLDEP DG8063 DG8063 STATION DESCRIPTION DG8063 DG8063'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8063'THE MARK IS ABOUT 6.2 MI EAST-SOUTHEAST OF BRONSON, 6.0 MI DG8063'WEST-NORTHWEST OF WILLISTON, IN SECTION 30, TOWNSHIP 12 SOUTH, RANGE DG8063'18 EAST. DG8063' DG8063'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8063'AND U.S. HIGHWAY 41 SOUTHBOUND, STATE ROAD 121 ON THE WEST SIDE OF DG8063'WILLISTON, GO WEST ON ALTERNATE U.S. HIGHWAY 27 FOR 5.55 MI TO THE DG8063'JUNCTION OF NORTHEAST 137TH TERRACE ON THE RIGHT AND THE MARK ON THE DG8063'RIGHT. THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF ALTERNATE DG8063'U.S. HIGHWAY 27 AND COUNTY ROAD 337 IN BRONSON, GO SOUTHEAST ON DG8063'ALTERNATE U.S. HIGHWAY 27 FOR 6.0 MI TO THE JUNCTION OF NORTHEAST DG8063'137TH TERRACE ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF DG8063'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 5.0 FT DG8063'BELOW THE LEVEL OF ALTERNATE U.S. HIGHWAY 27. DG8063' DG8063'LOCATED 186.5 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF NORTHEAST DG8063'137TH TERRACE, 52.2 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DG8063'NORTHWEST BOUND LANES OF ALTERNATE U.S. HIGHWAY 27, 29.1 FT NORTHWEST DG8063'OF A WOODEN POWER POLE AND 0.5 FT SOUTHWEST OF A CARSONITE WITNESS DG8063'POST. DG8063' DG8063'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9860 *********************************************************************** DG9860 DESIGNATION - U 585 DG9860 PID - DG9860 DG9860 STATE/COUNTY- FL/LEVY DG9860 USGS QUAD - BRONSON SE (1988) DG9860 DG9860 *CURRENT SURVEY CONTROL DG9860 ___________________________________________________________________ DG9860* NAD 83(1986)- 29 16 13. (N) 082 32 37. (W) SCALED DG9860* NAVD 88 - 21.182 (meters) 69.49 (feet) ADJUSTED DG9860 ___________________________________________________________________ DG9860 GEOID HEIGHT- -27.59 (meters) GEOID03 DG9860 DYNAMIC HT - 21.152 (meters) 69.40 (feet) COMP DG9860 MODELED GRAV- 979,256.7 (mgal) NAVD 88 DG9860 DG9860 VERT ORDER - SECOND CLASS I DG9860 DG9860.The horizontal coordinates were scaled from a topographic map and have DG9860.an estimated accuracy of +/- 6 seconds. DG9860 DG9860.The orthometric height was determined by differential leveling DG9860.and adjusted by the National Geodetic Survey in May 2005. DG9860.No vertical observational check was made to the station. DG9860 DG9860.Photographs are available for this station. DG9860 DG9860.The geoid height was determined by GEOID03. DG9860 DG9860.The dynamic height is computed by dividing the NAVD 88 DG9860.geopotential number by the normal gravity value computed on the DG9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9860.degrees latitude (g = 980.6199 gals.). DG9860 DG9860.The modeled gravity was interpolated from observed gravity values. DG9860 DG9860; North East Units Estimated Accuracy DG9860;SPC FL W - 547,110. 147,170. MT (+/- 180 meters Scaled) DG9860 DG9860 SUPERSEDED SURVEY CONTROL DG9860 DG9860.No superseded survey control is available for this station. DG9860 DG9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN500389(NAD 83) DG9860_MARKER: F = FLANGE-ENCASED ROD DG9860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9860_STAMPING: U 585 2003 DG9860_MARK LOGO: NGS DG9860_PROJECTION: FLUSH DG9860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9860+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9860_ROD/PIPE-DEPTH: 10.6 meters DG9860 DG9860 HISTORY - Date Condition Report By DG9860 HISTORY - 20030724 MONUMENTED FLDEP DG9860 DG9860 STATION DESCRIPTION DG9860 DG9860'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9860'THE MARK IS ABOUT 15.0 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 18, DG9860'TOWNSHIP 14 SOUTH, RANGE 18 EAST. DG9860' DG9860'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9860'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO NORTHEAST ON STATE DG9860'ROAD 121 FOR 5.05 MI TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DG9860'DRIVEN TO REFUSAL AT A DEPTH OF 34.9 FT WITH AN NGS LOGO CAP FLUSH DG9860'WITH THE GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF STATE ROAD 121, DG9860'THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO DG9860'CAP. DG9860' DG9860'LOCATED 249.3 FT SOUTHEAST OF POWER POLE NUMBER 494799, 149.8 FT DG9860'NORTHEAST OF POWER POLE NUMBER B422339, 51.1 FT EAST-SOUTHEAST OF THE DG9860'APPROXIMATE CENTERLINE OF STATE ROAD 121, 1.1 FT WEST-SOUTHWEST OF A DG9860'HOG WIRE FENCE AND 0.9 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST. DG9860'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9860' DG9860'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9550 *********************************************************************** DG9550 DESIGNATION - U 586 DG9550 PID - DG9550 DG9550 STATE/COUNTY- FL/LEVY DG9550 USGS QUAD - MORRISTON (1993) DG9550 DG9550 *CURRENT SURVEY CONTROL DG9550 ___________________________________________________________________ DG9550* NAD 83(1986)- 29 17 15. (N) 082 26 44. (W) SCALED DG9550* NAVD 88 - 20.507 (meters) 67.28 (feet) ADJUSTED DG9550 ___________________________________________________________________ DG9550 GEOID HEIGHT- -27.69 (meters) GEOID03 DG9550 DYNAMIC HT - 20.478 (meters) 67.18 (feet) COMP DG9550 MODELED GRAV- 979,256.1 (mgal) NAVD 88 DG9550 DG9550 VERT ORDER - FIRST CLASS II DG9550 DG9550.The horizontal coordinates were scaled from a topographic map and have DG9550.an estimated accuracy of +/- 6 seconds. DG9550 DG9550.The orthometric height was determined by differential leveling DG9550.and adjusted by the National Geodetic Survey in May 2005. DG9550.No vertical observational check was made to the station. DG9550 DG9550.Photographs are available for this station. DG9550 DG9550.The geoid height was determined by GEOID03. DG9550 DG9550.The dynamic height is computed by dividing the NAVD 88 DG9550.geopotential number by the normal gravity value computed on the DG9550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9550.degrees latitude (g = 980.6199 gals.). DG9550 DG9550.The modeled gravity was interpolated from observed gravity values. DG9550 DG9550; North East Units Estimated Accuracy DG9550;SPC FL W - 548,980. 156,710. MT (+/- 180 meters Scaled) DG9550 DG9550 SUPERSEDED SURVEY CONTROL DG9550 DG9550.No superseded survey control is available for this station. DG9550 DG9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN595407(NAD 83) DG9550_MARKER: F = FLANGE-ENCASED ROD DG9550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9550_STAMPING: U 586 2003 DG9550_MARK LOGO: NGS DG9550_PROJECTION: FLUSH DG9550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9550+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003 DG9550_ROD/PIPE-DEPTH: 12.0 meters DG9550 DG9550 HISTORY - Date Condition Report By DG9550 HISTORY - 20030805 MONUMENTED FLDEP DG9550 DG9550 STATION DESCRIPTION DG9550 DG9550'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9550'THE MARK IS ABOUT 6.7 MI SOUTH OF WILLISTON, IN SECTION 6, TOWNSHIP 14 DG9550'SOUTH, RANGE 19 EAST. DG9550' DG9550'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9550'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9550'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF DG9550'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 41 DG9550'FOR 1.8 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO DG9550'REFUSAL AT A DEPTH OF 39.4 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG9550'GROUND AND ABOUT 2.0 FT ABOVE THE LEVEL OF U.S. HIGHWAY 41, THE DATUM DG9550'POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9550' DG9550'LOCATED 72.1 FT SOUTH OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST DG9550'SURROUNDING THE BARBER FAMILY CEMETERY, 40.6 FT EAST-NORTHEAST OF THE DG9550'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41, 5.1 FT SOUTH-SOUTHWEST OF DG9550'A METAL WITNESS POST AND 1.2 FT WEST-SOUTHWEST OF A CARSONITE WITNESS DG9550'POST. DG9550' DG9550'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9550' DG9550'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8086 *********************************************************************** DG8086 DESIGNATION - U 587 DG8086 PID - DG8086 DG8086 STATE/COUNTY- FL/LEVY DG8086 USGS QUAD - TIDEWATER (1991) DG8086 DG8086 *CURRENT SURVEY CONTROL DG8086 ___________________________________________________________________ DG8086* NAD 83(1986)- 29 11 23. (N) 082 37 16. (W) SCALED DG8086* NAVD 88 - 12.618 (meters) 41.40 (feet) ADJUSTED DG8086 ___________________________________________________________________ DG8086 GEOID HEIGHT- -27.52 (meters) GEOID03 DG8086 DYNAMIC HT - 12.600 (meters) 41.34 (feet) COMP DG8086 MODELED GRAV- 979,253.0 (mgal) NAVD 88 DG8086 DG8086 VERT ORDER - FIRST CLASS II DG8086 DG8086.The horizontal coordinates were scaled from a topographic map and have DG8086.an estimated accuracy of +/- 6 seconds. DG8086 DG8086.The orthometric height was determined by differential leveling DG8086.and adjusted by the National Geodetic Survey in May 2005. DG8086.No vertical observational check was made to the station. DG8086 DG8086.Photographs are available for this station. DG8086 DG8086.The geoid height was determined by GEOID03. DG8086 DG8086.The dynamic height is computed by dividing the NAVD 88 DG8086.geopotential number by the normal gravity value computed on the DG8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8086.degrees latitude (g = 980.6199 gals.). DG8086 DG8086.The modeled gravity was interpolated from observed gravity values. DG8086 DG8086; North East Units Estimated Accuracy DG8086;SPC FL W - 538,220. 139,590. MT (+/- 180 meters Scaled) DG8086 DG8086 SUPERSEDED SURVEY CONTROL DG8086 DG8086.No superseded survey control is available for this station. DG8086 DG8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN423300(NAD 83) DG8086_MARKER: F = FLANGE-ENCASED ROD DG8086_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8086_STAMPING: U 587 2003 DG8086_MARK LOGO: NGS DG8086_PROJECTION: RECESSED 5 CENTIMETERS DG8086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8086+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8086_ROD/PIPE-DEPTH: 20.7 meters DG8086 DG8086 HISTORY - Date Condition Report By DG8086 HISTORY - 20031001 MONUMENTED FLDEP DG8086 DG8086 STATION DESCRIPTION DG8086 DG8086'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8086'THE MARK IS ABOUT 10.7 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 7, DG8086'TOWNSHIP 15, SOUTH, RANGE 17 EAST. DG8086' DG8086'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 121 AND COUNTY DG8086'ROAD 337 ABOUT 13.0 MI NORTH-NORTHEAST OF INGLIS, GO WEST ON STATE DG8086'ROAD 121 FOR 2.75 MI TO THE JUNCTION OF AN UNNAMED 2-TRACK FOREST DG8086'ROAD ON THE LEFT AND THE MARK ON THE LEFT. THE MARK CAN ALSO BE DG8086'REACHED FROM THE JUNCTION OF STATE ROAD 121 AND U.S. HIGHWAY 19, 98 DG8086'(LEBANON STATION) ABOUT 9.0 MI NORTH OF INGLIS, GO NORTH ON COUNTY DG8086'ROAD 121 FOR 2.25 MI TO THE JUNCTION OF AN UNNAMED 2-TRACK FOREST DG8086'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DG8086'DRIVEN TO REFUSAL AT A DEPTH OF 67.9 FT WITH AN NGS LOGO CAP RECESSED DG8086'0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL DG8086'OF STATE ROAD 121, THE DATUM POINT IS RECESSED 0.4 FT BELOW THE LEVEL DG8086'OF THE NGS LOGO CAP. DG8086' DG8086'LOCATED 46.2 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD DG8086'121, 15.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF A FOREST ROAD AND DG8086'1.2 FT NORTHWEST OF A CARSONITE WITNESS POST. DG8086' DG8086'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8086' DG8086'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8097 *********************************************************************** DG8097 DESIGNATION - V 584 DG8097 PID - DG8097 DG8097 STATE/COUNTY- FL/LEVY DG8097 USGS QUAD - BRONSON NE (1988) DG8097 DG8097 *CURRENT SURVEY CONTROL DG8097 ___________________________________________________________________ DG8097* NAD 83(1986)- 29 24 24. (N) 082 31 34. (W) SCALED DG8097* NAVD 88 - 22.186 (meters) 72.79 (feet) ADJUSTED DG8097 ___________________________________________________________________ DG8097 GEOID HEIGHT- -27.65 (meters) GEOID03 DG8097 DYNAMIC HT - 22.155 (meters) 72.69 (feet) COMP DG8097 MODELED GRAV- 979,270.5 (mgal) NAVD 88 DG8097 DG8097 VERT ORDER - FIRST CLASS II DG8097 DG8097.The horizontal coordinates were scaled from a topographic map and have DG8097.an estimated accuracy of +/- 6 seconds. DG8097 DG8097.The orthometric height was determined by differential leveling DG8097.and adjusted by the National Geodetic Survey in May 2005. DG8097.No vertical observational check was made to the station. DG8097 DG8097.Photographs are available for this station. DG8097 DG8097.The geoid height was determined by GEOID03. DG8097 DG8097.The dynamic height is computed by dividing the NAVD 88 DG8097.geopotential number by the normal gravity value computed on the DG8097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8097.degrees latitude (g = 980.6199 gals.). DG8097 DG8097.The modeled gravity was interpolated from observed gravity values. DG8097 DG8097; North East Units Estimated Accuracy DG8097;SPC FL W - 562,220. 148,940. MT (+/- 180 meters Scaled) DG8097 DG8097 SUPERSEDED SURVEY CONTROL DG8097 DG8097.No superseded survey control is available for this station. DG8097 DG8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN519540(NAD 83) DG8097_MARKER: F = FLANGE-ENCASED ROD DG8097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8097_STAMPING: V 584 2003 DG8097_MARK LOGO: NGS DG8097_PROJECTION: FLUSH DG8097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8097+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2003 DG8097_ROD/PIPE-DEPTH: 9.0 meters DG8097 DG8097 HISTORY - Date Condition Report By DG8097 HISTORY - 20030713 MONUMENTED FLDEP DG8097 DG8097 STATION DESCRIPTION DG8097 DG8097'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8097'THE MARK IS ABOUT 4.9 MI WEST-NORTHWEST OF WILLISTON, IN SECTION 29, DG8097'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8097' DG8097'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8097'AND U.S. HIGHWAY 41 SOUTHBOUND, STATE ROAD 121 ON THE WEST SIDE OF DG8097'WILLISTON, GO WEST ON ALTERNATE U.S. HIGHWAY 27 FOR 4.45 MI TO THE DG8097'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH DG8097'OF 29.6 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT 2.5 FT DG8097'BELOW THE LEVEL OF ALTERNATE U.S. HIGHWAY 27, THE DATUM POINT IS DG8097'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8097' DG8097'LOCATED 73.2 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DG8097'SOUTHEAST BOUND LANES OF ALTERNATE U.S. HIGHWAY 27, 1.9 FT NORTHEAST DG8097'OF A WHITE 4-RAIL WOODEN FENCE AND 1.6 FT NORTHEAST OF A CARSONITE DG8097'WITNESS POST. DG8097' DG8097'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8097' DG8097'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9859 *********************************************************************** DG9859 DESIGNATION - V 585 DG9859 PID - DG9859 DG9859 STATE/COUNTY- FL/LEVY DG9859 USGS QUAD - BRONSON SE (1988) DG9859 DG9859 *CURRENT SURVEY CONTROL DG9859 ___________________________________________________________________ DG9859* NAD 83(1986)- 29 16 59. (N) 082 32 17. (W) SCALED DG9859* NAVD 88 - 20.669 (meters) 67.81 (feet) ADJUSTED DG9859 ___________________________________________________________________ DG9859 GEOID HEIGHT- -27.60 (meters) GEOID03 DG9859 DYNAMIC HT - 20.640 (meters) 67.72 (feet) COMP DG9859 MODELED GRAV- 979,257.8 (mgal) NAVD 88 DG9859 DG9859 VERT ORDER - SECOND CLASS I DG9859 DG9859.The horizontal coordinates were scaled from a topographic map and have DG9859.an estimated accuracy of +/- 6 seconds. DG9859 DG9859.The orthometric height was determined by differential leveling DG9859.and adjusted by the National Geodetic Survey in May 2005. DG9859.No vertical observational check was made to the station. DG9859 DG9859.Photographs are available for this station. DG9859 DG9859.The geoid height was determined by GEOID03. DG9859 DG9859.The dynamic height is computed by dividing the NAVD 88 DG9859.geopotential number by the normal gravity value computed on the DG9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9859.degrees latitude (g = 980.6199 gals.). DG9859 DG9859.The modeled gravity was interpolated from observed gravity values. DG9859 DG9859; North East Units Estimated Accuracy DG9859;SPC FL W - 548,520. 147,720. MT (+/- 180 meters Scaled) DG9859 DG9859 SUPERSEDED SURVEY CONTROL DG9859 DG9859.No superseded survey control is available for this station. DG9859 DG9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN505403(NAD 83) DG9859_MARKER: DD = SURVEY DISK DG9859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9859_STAMPING: V 585 2003 DG9859_MARK LOGO: FLDEP DG9859_PROJECTION: FLUSH DG9859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9859+STABILITY: SURFACE MOTION DG9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9859+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9859 DG9859 HISTORY - Date Condition Report By DG9859 HISTORY - 20030724 MONUMENTED FLDEP DG9859 DG9859 STATION DESCRIPTION DG9859 DG9859'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9859'THE MARK IS ABOUT 16.0 MI NORTH-NORTHWEST OF DUNNELLON, IN SECTION 8, DG9859'TOWNSHIP 14 SOUTH, RANGE 18 EAST. DG9859' DG9859'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 337 AND STATE DG9859'ROAD 121 ABOUT 12.5 MI NORTHWEST OF DUNNELLON, GO NORTHEAST ON STATE DG9859'ROAD 121 FOR 5.95 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A DG9859'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT BELOW DG9859'THE LEVEL OF STATE ROAD 121. DG9859' DG9859'LOCATED 126.2 FT SOUTH-SOUTHEAST OF POWER POLE NUMBER 4020083, 49.8 FT DG9859'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 121, 2.2 DG9859'FT WEST-NORTHWEST OF A HOG WIRE FENCE AND 1.6 FT WEST OF A CARSONITE DG9859'WITNESS POST. DG9859' DG9859'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9551 *********************************************************************** DG9551 DESIGNATION - V 586 DG9551 PID - DG9551 DG9551 STATE/COUNTY- FL/LEVY DG9551 USGS QUAD - MORRISTON (1993) DG9551 DG9551 *CURRENT SURVEY CONTROL DG9551 ___________________________________________________________________ DG9551* NAD 83(1986)- 29 15 37. (N) 082 26 29. (W) SCALED DG9551* NAVD 88 - 23.406 (meters) 76.79 (feet) ADJUSTED DG9551 ___________________________________________________________________ DG9551 GEOID HEIGHT- -27.69 (meters) GEOID03 DG9551 DYNAMIC HT - 23.373 (meters) 76.68 (feet) COMP DG9551 MODELED GRAV- 979,252.3 (mgal) NAVD 88 DG9551 DG9551 VERT ORDER - FIRST CLASS II DG9551 DG9551.The horizontal coordinates were scaled from a topographic map and have DG9551.an estimated accuracy of +/- 6 seconds. DG9551 DG9551.The orthometric height was determined by differential leveling DG9551.and adjusted by the National Geodetic Survey in May 2005. DG9551.No vertical observational check was made to the station. DG9551 DG9551.Photographs are available for this station. DG9551 DG9551.The geoid height was determined by GEOID03. DG9551 DG9551.The dynamic height is computed by dividing the NAVD 88 DG9551.geopotential number by the normal gravity value computed on the DG9551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9551.degrees latitude (g = 980.6199 gals.). DG9551 DG9551.The modeled gravity was interpolated from observed gravity values. DG9551 DG9551; North East Units Estimated Accuracy DG9551;SPC FL W - 545,960. 157,100. MT (+/- 180 meters Scaled) DG9551 DG9551 SUPERSEDED SURVEY CONTROL DG9551 DG9551.No superseded survey control is available for this station. DG9551 DG9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN599376(NAD 83) DG9551_MARKER: DD = SURVEY DISK DG9551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9551_STAMPING: V 586 2003 DG9551_MARK LOGO: FLDEP DG9551_PROJECTION: RECESSED 5 CENTIMETERS DG9551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9551+STABILITY: SURFACE MOTION DG9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9551+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003 DG9551 DG9551 HISTORY - Date Condition Report By DG9551 HISTORY - 20030805 MONUMENTED FLDEP DG9551 DG9551 STATION DESCRIPTION DG9551 DG9551'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9551'THE MARK IS ABOUT 8.5 MI SOUTH OF WILLISTON, IN SECTION 18, TOWNSHIP DG9551'14 SOUTH, RANGE 19 EAST. DG9551' DG9551'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9551'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9551'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF DG9551'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 41 DG9551'FOR 3.65 MI TO THE JUNCTION OF SOUTHEAST 47TH PLACE ON THE LEFT AND DG9551'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT DG9551'RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. DG9551'HIGHWAY 41. DG9551' DG9551'LOCATED 99.2 FT SOUTH OF THE APPROXIMATE CENTERLINE OF SOUTHEAST 47TH DG9551'PLACE, 76.8 FT NORTH OF A WOODEN POWER POLE, 46.2 FT EAST OF THE DG9551'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41 AND 3.5 FT WEST OF A DG9551'CARSONITE WITNESS POST. DG9551' DG9551'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8087 *********************************************************************** DG8087 DESIGNATION - V 587 DG8087 PID - DG8087 DG8087 STATE/COUNTY- FL/LEVY DG8087 USGS QUAD - LEBANON STATION (1993) DG8087 DG8087 *CURRENT SURVEY CONTROL DG8087 ___________________________________________________________________ DG8087* NAD 83(1986)- 29 10 49. (N) 082 38 00. (W) SCALED DG8087* NAVD 88 - 10.222 (meters) 33.54 (feet) ADJUSTED DG8087 ___________________________________________________________________ DG8087 GEOID HEIGHT- -27.50 (meters) GEOID03 DG8087 DYNAMIC HT - 10.208 (meters) 33.49 (feet) COMP DG8087 MODELED GRAV- 979,252.7 (mgal) NAVD 88 DG8087 DG8087 VERT ORDER - FIRST CLASS II DG8087 DG8087.The horizontal coordinates were scaled from a topographic map and have DG8087.an estimated accuracy of +/- 6 seconds. DG8087 DG8087.The orthometric height was determined by differential leveling DG8087.and adjusted by the National Geodetic Survey in May 2005. DG8087.No vertical observational check was made to the station. DG8087 DG8087.Photographs are available for this station. DG8087 DG8087.The geoid height was determined by GEOID03. DG8087 DG8087.The dynamic height is computed by dividing the NAVD 88 DG8087.geopotential number by the normal gravity value computed on the DG8087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8087.degrees latitude (g = 980.6199 gals.). DG8087 DG8087.The modeled gravity was interpolated from observed gravity values. DG8087 DG8087; North East Units Estimated Accuracy DG8087;SPC FL W - 537,180. 138,400. MT (+/- 180 meters Scaled) DG8087 DG8087 SUPERSEDED SURVEY CONTROL DG8087 DG8087.No superseded survey control is available for this station. DG8087 DG8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN411290(NAD 83) DG8087_MARKER: DD = SURVEY DISK DG8087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8087_STAMPING: V 587 2003 DG8087_MARK LOGO: FLDEP DG8087_PROJECTION: FLUSH DG8087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8087+STABILITY: SURFACE MOTION DG8087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8087+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2003 DG8087 DG8087 HISTORY - Date Condition Report By DG8087 HISTORY - 20030810 MONUMENTED FLDEP DG8087 DG8087 STATION DESCRIPTION DG8087 DG8087'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8087'THE MARK IS ABOUT 10.2 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 18, DG8087'TOWNSHIP 15, SOUTH, RANGE 17 EAST. DG8087' DG8087'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121 AND U.S. HIGHWAY DG8087'19, 98 (LEBANON STATION) ABOUT 9.0 MI NORTH OF INGLIS, GO NORTH ON DG8087'COUNTY ROAD 121 FOR 1.3 MI TO THE JUNCTION OF COW CREEK ROAD ON THE DG8087'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE DG8087'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COW CREEK ROAD. DG8087' DG8087'LOCATED 97.6 FT SOUTHWEST OF THE APPROXIMATE CENTER OF A WOODEN COW DG8087'CREEK ROAD SIGN, 66.1 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF DG8087'STATE ROAD 121 AND 1.0 FT NORTHEAST OF A CARSONITE WITNESS POST. DG8087' DG8087'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1920 *********************************************************************** AR1920 DESIGNATION - V093 AR1920 PID - AR1920 AR1920 STATE/COUNTY- FL/LEVY AR1920 USGS QUAD - MORRISTON (1993) AR1920 AR1920 *CURRENT SURVEY CONTROL AR1920 ___________________________________________________________________ AR1920* NAD 83(1999)- 29 16 55.12846(N) 082 26 17.57718(W) ADJUSTED AR1920* NAVD 88 - 18.440 (meters) 60.50 (feet) ADJUSTED AR1920 ___________________________________________________________________ AR1920 X - 732,670.979 (meters) COMP AR1920 Y - -5,519,192.049 (meters) COMP AR1920 Z - 3,101,194.747 (meters) COMP AR1920 LAPLACE CORR- -1.21 (seconds) DEFLEC99 AR1920 ELLIP HEIGHT- -9.29 (meters) (09/30/02) GPS OBS AR1920 GEOID HEIGHT- -27.70 (meters) GEOID03 AR1920 DYNAMIC HT - 18.414 (meters) 60.41 (feet) COMP AR1920 MODELED GRAV- 979,255.1 (mgal) NAVD 88 AR1920 AR1920 HORZ ORDER - SECOND AR1920 VERT ORDER - FIRST CLASS II AR1920 ELLP ORDER - FOURTH CLASS II AR1920 AR1920.The horizontal coordinates were established by GPS observations AR1920.and adjusted by the National Geodetic Survey in September 2002. AR1920 AR1920.The orthometric height was determined by differential leveling AR1920.and adjusted by the National Geodetic Survey in May 2005. AR1920.No vertical observational check was made to the station. AR1920 AR1920.Photographs are available for this station. AR1920 AR1920.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1920 AR1920.The Laplace correction was computed from DEFLEC99 derived deflections. AR1920 AR1920.The ellipsoidal height was determined by GPS observations AR1920.and is referenced to NAD 83. AR1920 AR1920.The geoid height was determined by GEOID03. AR1920 AR1920.The dynamic height is computed by dividing the NAVD 88 AR1920.geopotential number by the normal gravity value computed on the AR1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1920.degrees latitude (g = 980.6199 gals.). AR1920 AR1920.The modeled gravity was interpolated from observed gravity values. AR1920 AR1920; North East Units Scale Factor Converg. AR1920;SPC FL W - 548,361.990 157,419.413 MT 0.99996354 -0 12 51.6 AR1920;UTM 17 - 3,240,084.995 360,292.043 MT 0.99984085 -0 42 12.8 AR1920 AR1920! - Elev Factor x Scale Factor = Combined Factor AR1920!SPC FL W - 1.00000146 x 0.99996354 = 0.99996500 AR1920!UTM 17 - 1.00000146 x 0.99984085 = 0.99984231 AR1920 AR1920 SUPERSEDED SURVEY CONTROL AR1920 AR1920 NAD 83(1990)- 29 16 55.12740(N) 082 26 17.57690(W) AD( ) 2 AR1920 ELLIP H (03/04/92) -9.23 (m) GP( ) 4 2 AR1920 AR1920.Superseded values are not recommended for survey control. AR1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1920.See file dsdata.txt to determine how the superseded data were derived. AR1920 AR1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6029240085(NAD 83) AR1920_MARKER: F = FLANGE-ENCASED ROD AR1920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AR1920_SP_SET: STAINLESS STEEL ROD AR1920_STAMPING: V093 1990 AR1920_MARK LOGO: NGS AR1920_PROJECTION: FLUSH AR1920_MAGNETIC: N = NO MAGNETIC MATERIAL AR1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1920+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AR1920_ROD/PIPE-DEPTH: 9.3 meters AR1920 AR1920 HISTORY - Date Condition Report By AR1920 HISTORY - 1990 MONUMENTED MCGRIF AR1920 HISTORY - 20030908 GOOD FLDEP AR1920 AR1920 STATION DESCRIPTION AR1920 AR1920'DESCRIBED BY P C MCGRIFF COMPANY 1990 AR1920'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF LEVY COUNTY ROAD 326 IN AR1920'DOWNTOWN MORRISTON, LEVY COUNTY, FLORIDA. AR1920'THE STATION LIES IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF LEVY AR1920'COUNTY ROAD 326 AND LEVY COUNTY ROAD 323. THE STATION LIES 36 FT AR1920'(11.0 M) WEST OF THE WEST EDGE OF PAVEMENT OF LEVY COUNTY ROAD 326 AR1920'AND 207 FT (63.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF LEVY AR1920'COUNTY ROAD 323. ACCESS TO DATUM POINT--THE STATION IS RECESSED IN A AR1920'NGS LOGO CAP WHICH IS MOUNTED IN A 5 1/4 INCH DIAMETER PVC PIPE SET AR1920'IN A CONCRETE COLLAR. AR1920'REFERENCES-- AR1920'KEITH AND SCHNARS NAIL AND CAP, SET IN THE EDGE OF PAVEMENT OF LEVY AR1920'COUNTY ROAD 326, NORTH 33 DEGREES EAST AT 58.38 FT (17.79 M) . AR1920'USCGS CONCRETE MONUMENT, STAMPED -BM F-267-, NORTH 79 DEGREES WEST AT AR1920'38.25 FT (11.66 M) . AR1920'KEITH AND SCHNARS NAIL AND CAP, SET IN THE EDGE OF PAVEMENT OF LEVY AR1920'COUNTY ROAD 326, SOUTH 62 DEGREES EAST AT 38.92 FT (11.86 M) . AR1920'SET CARSONITE WITNESS POST WEST AT 1.2 FT (0.4 M) . AR1920 AR1920 STATION RECOVERY (2003) AR1920 AR1920'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1920'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8062 *********************************************************************** DG8062 DESIGNATION - W 584 DG8062 PID - DG8062 DG8062 STATE/COUNTY- FL/LEVY DG8062 USGS QUAD - BRONSON NE (1988) DG8062 DG8062 *CURRENT SURVEY CONTROL DG8062 ___________________________________________________________________ DG8062* NAD 83(1986)- 29 24 08. (N) 082 30 38. (W) SCALED DG8062* NAVD 88 - 21.318 (meters) 69.94 (feet) ADJUSTED DG8062 ___________________________________________________________________ DG8062 GEOID HEIGHT- -27.66 (meters) GEOID03 DG8062 DYNAMIC HT - 21.289 (meters) 69.85 (feet) COMP DG8062 MODELED GRAV- 979,269.6 (mgal) NAVD 88 DG8062 DG8062 VERT ORDER - FIRST CLASS II DG8062 DG8062.The horizontal coordinates were scaled from a topographic map and have DG8062.an estimated accuracy of +/- 6 seconds. DG8062 DG8062.The orthometric height was determined by differential leveling DG8062.and adjusted by the National Geodetic Survey in May 2005. DG8062.No vertical observational check was made to the station. DG8062 DG8062.Photographs are available for this station. DG8062 DG8062.The geoid height was determined by GEOID03. DG8062 DG8062.The dynamic height is computed by dividing the NAVD 88 DG8062.geopotential number by the normal gravity value computed on the DG8062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8062.degrees latitude (g = 980.6199 gals.). DG8062 DG8062.The modeled gravity was interpolated from observed gravity values. DG8062 DG8062; North East Units Estimated Accuracy DG8062;SPC FL W - 561,720. 150,450. MT (+/- 180 meters Scaled) DG8062 DG8062 SUPERSEDED SURVEY CONTROL DG8062 DG8062.No superseded survey control is available for this station. DG8062 DG8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN534534(NAD 83) DG8062_MARKER: DD = SURVEY DISK DG8062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8062_STAMPING: W 584 2003 DG8062_MARK LOGO: FLDEP DG8062_PROJECTION: RECESSED 8 CENTIMETERS DG8062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8062+STABILITY: SURFACE MOTION DG8062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8062+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003 DG8062 DG8062 HISTORY - Date Condition Report By DG8062 HISTORY - 20030712 MONUMENTED FLDEP DG8062 DG8062 STATION DESCRIPTION DG8062 DG8062'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8062'THE MARK IS ABOUT 3.9 MI WEST-NORTHWEST OF WILLISTON, IN SECTION 33, DG8062'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8062' DG8062'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8062'AND U.S. HIGHWAY 41 SOUTHBOUND, STATE ROAD 121 ON THE WEST SIDE OF DG8062'WILLISTON, GO WEST ON ALTERNATE U.S. HIGHWAY 27 FOR 3.45 MI TO THE DG8062'INTERSECTION OF NORTHEAST 158TH AVENUE AND THE MARK ON THE LEFT, SET DG8062'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE DG8062'LEVEL OF THE GROUND AND ABOUT 4.0 FT BELOW THE LEVEL OF ALTERNATE DG8062'U.S. HIGHWAY 27. DG8062' DG8062'LOCATED 177.2 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST DG8062'158TH AVENUE, 157.5 FT NORTHWEST OF A WOODEN POWER POLE, 70.2 FT DG8062'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE SOUTHEAST BOUND LANES DG8062'OF ALTERNATE U.S. HIGHWAY 27 AND 0.8 FT NORTHEAST OF A CARSONITE DG8062'WITNESS POST. DG8062' DG8062'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9858 *********************************************************************** DG9858 DESIGNATION - W 585 DG9858 PID - DG9858 DG9858 STATE/COUNTY- FL/LEVY DG9858 USGS QUAD - BRONSON SE (1988) DG9858 DG9858 *CURRENT SURVEY CONTROL DG9858 ___________________________________________________________________ DG9858* NAD 83(1986)- 29 17 50. (N) 082 31 55. (W) SCALED DG9858* NAVD 88 - 22.054 (meters) 72.36 (feet) ADJUSTED DG9858 ___________________________________________________________________ DG9858 GEOID HEIGHT- -27.61 (meters) GEOID03 DG9858 DYNAMIC HT - 22.024 (meters) 72.26 (feet) COMP DG9858 MODELED GRAV- 979,259.0 (mgal) NAVD 88 DG9858 DG9858 VERT ORDER - SECOND CLASS I DG9858 DG9858.The horizontal coordinates were scaled from a topographic map and have DG9858.an estimated accuracy of +/- 6 seconds. DG9858 DG9858.The orthometric height was determined by differential leveling DG9858.and adjusted by the National Geodetic Survey in May 2005. DG9858.No vertical observational check was made to the station. DG9858 DG9858.Photographs are available for this station. DG9858 DG9858.The geoid height was determined by GEOID03. DG9858 DG9858.The dynamic height is computed by dividing the NAVD 88 DG9858.geopotential number by the normal gravity value computed on the DG9858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9858.degrees latitude (g = 980.6199 gals.). DG9858 DG9858.The modeled gravity was interpolated from observed gravity values. DG9858 DG9858; North East Units Estimated Accuracy DG9858;SPC FL W - 550,090. 148,320. MT (+/- 180 meters Scaled) DG9858 DG9858 SUPERSEDED SURVEY CONTROL DG9858 DG9858.No superseded survey control is available for this station. DG9858 DG9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN512418(NAD 83) DG9858_MARKER: DD = SURVEY DISK DG9858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9858_STAMPING: W 585 2003 DG9858_MARK LOGO: FLDEP DG9858_PROJECTION: FLUSH DG9858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9858+STABILITY: SURFACE MOTION DG9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9858+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9858 DG9858 HISTORY - Date Condition Report By DG9858 HISTORY - 20030724 MONUMENTED FLDEP DG9858 DG9858 STATION DESCRIPTION DG9858 DG9858'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9858'THE MARK IS ABOUT 17.0 MI NORTHWEST OF DUNNELLON, 7.8 MI SOUTHWEST OF DG9858'WILLISTON, IN SECTION 5, TOWNSHIP 14 SOUTH, RANGE 18 EAST. DG9858' DG9858'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9858'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9858'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9858'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9858'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 6.05 MI TO THE DG9858'JUNCTION OF SOUTHEAST 5TH STREET ON THE RIGHT, CONTINUE SOUTHWEST ON DG9858'STATE ROAD 121 FOR 2.0 MI TO THE INTERSECTION OF SOUTHEAST 25TH DG9858'STREET AND THE MARK ON THE RIGHT. THE MARK CAN ALSO BE REACHED FROM DG9858'THE INTERSECTION OF COUNTY ROAD 337 AND STATE ROAD 121 ABOUT 12.5 MI DG9858'NORTHWEST OF DUNNELLON, GO NORTHEAST ON STATE ROAD 121 FOR 6.5 MI TO DG9858'THE INTERSECTION OF COUNTY ROAD 326, CONTINUE NORTHEAST ON STATE ROAD DG9858'121 FOR 0.55 MI TO THE INTERSECTION OF SOUTHEAST 25TH STREET AND THE DG9858'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH DG9858'WITH THE GROUND AND LEVEL WITH STATE ROAD 121. DG9858' DG9858'LOCATED 146.2 FT SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF DG9858'SOUTHEAST 25TH STREET, 50.9 FT WEST-NORTHWEST OF THE APPROXIMATE DG9858'CENTERLINE OF STATE ROAD 121, 23.5 FT SOUTHWEST OF POWER POLE NUMBER DG9858'4013787 AND 1.2 FT EAST OF A CARSONITE WITNESS POST. DG9858' DG9858'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9552 *********************************************************************** DG9552 DESIGNATION - W 586 DG9552 PID - DG9552 DG9552 STATE/COUNTY- FL/LEVY DG9552 USGS QUAD - ROMEO (1991) DG9552 DG9552 *CURRENT SURVEY CONTROL DG9552 ___________________________________________________________________ DG9552* NAD 83(1986)- 29 14 43. (N) 082 26 29. (W) SCALED DG9552* NAVD 88 - 21.062 (meters) 69.10 (feet) ADJUSTED DG9552 ___________________________________________________________________ DG9552 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9552 DYNAMIC HT - 21.033 (meters) 69.01 (feet) COMP DG9552 MODELED GRAV- 979,250.4 (mgal) NAVD 88 DG9552 DG9552 VERT ORDER - FIRST CLASS II DG9552 DG9552.The horizontal coordinates were scaled from a topographic map and have DG9552.an estimated accuracy of +/- 6 seconds. DG9552 DG9552.The orthometric height was determined by differential leveling DG9552.and adjusted by the National Geodetic Survey in May 2005. DG9552.No vertical observational check was made to the station. DG9552 DG9552.Photographs are available for this station. DG9552 DG9552.The geoid height was determined by GEOID03. DG9552 DG9552.The dynamic height is computed by dividing the NAVD 88 DG9552.geopotential number by the normal gravity value computed on the DG9552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9552.degrees latitude (g = 980.6199 gals.). DG9552 DG9552.The modeled gravity was interpolated from observed gravity values. DG9552 DG9552; North East Units Estimated Accuracy DG9552;SPC FL W - 544,300. 157,100. MT (+/- 180 meters Scaled) DG9552 DG9552 SUPERSEDED SURVEY CONTROL DG9552 DG9552.No superseded survey control is available for this station. DG9552 DG9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN599360(NAD 83) DG9552_MARKER: F = FLANGE-ENCASED ROD DG9552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9552_STAMPING: W 586 2003 DG9552_MARK LOGO: NGS DG9552_PROJECTION: FLUSH DG9552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9552+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003 DG9552_ROD/PIPE-DEPTH: 11.8 meters DG9552 DG9552 HISTORY - Date Condition Report By DG9552 HISTORY - 20030805 MONUMENTED FLDEP DG9552 DG9552 STATION DESCRIPTION DG9552 DG9552'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9552'THE MARK IS ABOUT 9.5 MI SOUTH OF WILLISTON, IN SECTION 19, TOWNSHIP DG9552'14 SOUTH, RANGE 19 EAST. DG9552' DG9552'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9552'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9552'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF DG9552'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 41 DG9552'FOR 4.65 MI TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO DG9552'REFUSAL AT A DEPTH OF 38.6 FT WITH AN NGS LOGO CAP FLUSH WITH THE DG9552'GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 41, THE DATUM POINT IS DG9552'RECESSED 0.4 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9552' DG9552'LOCATED 96.4 FT SOUTH OF POWER POLE NUMBER 107086, 49.2 FT WEST OF THE DG9552'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41 AND 0.7 FT EAST OF A DG9552'CARSONITE WITNESS POST. DG9552' DG9552'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9552' DG9552'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8088 *********************************************************************** DG8088 DESIGNATION - W 587 DG8088 PID - DG8088 DG8088 STATE/COUNTY- FL/LEVY DG8088 USGS QUAD - LEBANON STATION (1993) DG8088 DG8088 *CURRENT SURVEY CONTROL DG8088 ___________________________________________________________________ DG8088* NAD 83(1986)- 29 08 30. (N) 082 38 14. (W) SCALED DG8088* NAVD 88 - 9.803 (meters) 32.16 (feet) ADJUSTED DG8088 ___________________________________________________________________ DG8088 GEOID HEIGHT- -27.48 (meters) GEOID03 DG8088 DYNAMIC HT - 9.789 (meters) 32.12 (feet) COMP DG8088 MODELED GRAV- 979,249.6 (mgal) NAVD 88 DG8088 DG8088 VERT ORDER - FIRST CLASS II DG8088 DG8088.The horizontal coordinates were scaled from a topographic map and have DG8088.an estimated accuracy of +/- 6 seconds. DG8088 DG8088.The orthometric height was determined by differential leveling DG8088.and adjusted by the National Geodetic Survey in May 2005. DG8088.No vertical observational check was made to the station. DG8088 DG8088.Photographs are available for this station. DG8088 DG8088.The geoid height was determined by GEOID03. DG8088 DG8088.The dynamic height is computed by dividing the NAVD 88 DG8088.geopotential number by the normal gravity value computed on the DG8088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8088.degrees latitude (g = 980.6199 gals.). DG8088 DG8088.The modeled gravity was interpolated from observed gravity values. DG8088 DG8088; North East Units Estimated Accuracy DG8088;SPC FL W - 532,900. 138,000. MT (+/- 180 meters Scaled) DG8088 DG8088 SUPERSEDED SURVEY CONTROL DG8088 DG8088.No superseded survey control is available for this station. DG8088 DG8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN407247(NAD 83) DG8088_MARKER: DD = SURVEY DISK DG8088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8088_STAMPING: W 587 2003 DG8088_MARK LOGO: FLDEP DG8088_PROJECTION: FLUSH DG8088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8088+STABILITY: SURFACE MOTION DG8088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8088+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8088 DG8088 HISTORY - Date Condition Report By DG8088 HISTORY - 20031001 MONUMENTED FLDEP DG8088 DG8088 STATION DESCRIPTION DG8088 DG8088'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8088'THE MARK IS ABOUT 7.5 MI NORTH OF INGLIS, IN SECTION 36, TOWNSHIP 15 DG8088'SOUTH, RANGE 16 EAST. DG8088' DG8088'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND STATE DG8088'ROAD 121 (LEBANON STATION) ABOUT 9.0 MI NORTH OF INGLIS, GO SOUTH ON DG8088'U.S. HIGHWAY 19, 98 FOR 1.5 MI TO THE JUNCTION OF A DRIVEWAY AT THE DG8088'J. LESPERANCE RESIDENCE (MAILBOX NUMBER 13073) ON THE LEFT AND THE DG8088'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH DG8088'WITH THE GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 19, DG8088'98 NORTHBOUND. DG8088' DG8088'LOCATED 68.2 FT EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 19, 98, DG8088'44.1 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY WITH A DG8088'METAL GATE, 1.4 FT WEST OF A BARB WIRE FENCE AND 1.1 FT WEST OF A DG8088'CARSONITE WITNESS POST. DG8088' DG8088'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 CW5203 *********************************************************************** CW5203 DESIGNATION - WADE 2 AZ MK CW5203 PID - CW5203 CW5203 STATE/COUNTY- FL/LEVY CW5203 USGS QUAD - BRONSON NE (1988) CW5203 CW5203 *CURRENT SURVEY CONTROL CW5203 ___________________________________________________________________ CW5203* NAD 83(1986)- 29 25 31. (N) 082 35 15. (W) SCALED CW5203* NAVD 88 - 28.943 (meters) 94.96 (feet) ADJUSTED CW5203 ___________________________________________________________________ CW5203 GEOID HEIGHT- -27.63 (meters) GEOID03 CW5203 DYNAMIC HT - 28.903 (meters) 94.83 (feet) COMP CW5203 MODELED GRAV- 979,274.1 (mgal) NAVD 88 CW5203 CW5203 VERT ORDER - FIRST CLASS II CW5203 CW5203.The horizontal coordinates were scaled from a topographic map and have CW5203.an estimated accuracy of +/- 6 seconds. CW5203 CW5203.The orthometric height was determined by differential leveling CW5203.and adjusted by the National Geodetic Survey in May 2005. CW5203.No vertical observational check was made to the station. CW5203 CW5203.Photographs are available for this station. CW5203 CW5203.The geoid height was determined by GEOID03. CW5203 CW5203.The dynamic height is computed by dividing the NAVD 88 CW5203.geopotential number by the normal gravity value computed on the CW5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CW5203.degrees latitude (g = 980.6199 gals.). CW5203 CW5203.The modeled gravity was interpolated from observed gravity values. CW5203 CW5203; North East Units Estimated Accuracy CW5203;SPC FL W - 564,310. 142,990. MT (+/- 180 meters Scaled) CW5203 CW5203 SUPERSEDED SURVEY CONTROL CW5203 CW5203.No superseded survey control is available for this station. CW5203 CW5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN460561(NAD 83) CW5203_MARKER: DZ = AZIMUTH MARK DISK CW5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CW5203_STAMPING: WADE 2 1965 CW5203_MARK LOGO: CGS CW5203_PROJECTION: FLUSH CW5203_MAGNETIC: N = NO MAGNETIC MATERIAL CW5203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CW5203+STABILITY: SURFACE MOTION CW5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CW5203+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003 CW5203 CW5203 HISTORY - Date Condition Report By CW5203 HISTORY - 1965 MONUMENTED CGS CW5203 HISTORY - 20030723 GOOD FLDEP CW5203 CW5203 STATION DESCRIPTION CW5203 CW5203'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) CW5203'THE MARK IS ABOUT 3.4 MI EAST-SOUTHEAST OF BRONSON, IN SECTION 23, CW5203'TOWNSHIP 12 SOUTH, RANGE 17 EAST. CW5203' CW5203'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 CW5203'AND COUNTY ROAD 337 IN BRONSON, GO SOUTHEAST ON ALTERNATE U.S. CW5203'HIGHWAY 27 FOR 3.25 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A CW5203'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT BELOW CW5203'THE LEVEL OF ALTERNATE U.S. HIGHWAY 27. CW5203' CW5203'LOCATED 61.3 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE CW5203'NORTHWEST BOUND LANES OF ALTERNATE U.S. HIGHWAY 27, 8.4 FT CW5203'NORTH-NORTHEAST OF POWER POLE NUMBER 42309 AND 2.3 FT NORTHWEST OF A CW5203'METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1853 *********************************************************************** AR1853 CBN - This is a Cooperative Base Network Control Station. AR1853 PACS - This is a Primary Airport Control Station. AR1853 DESIGNATION - WILLPORT AR1853 PID - AR1853 AR1853 STATE/COUNTY- FL/LEVY AR1853 USGS QUAD - MORRISTON (1993) AR1853 AR1853 *CURRENT SURVEY CONTROL AR1853 ___________________________________________________________________ AR1853* NAD 83(1999)- 29 21 28.83750(N) 082 28 09.81534(W) ADJUSTED AR1853* NAVD 88 - 20.499 (meters) 67.25 (feet) ADJUSTED AR1853 ___________________________________________________________________ AR1853 X - 729,127.032 (meters) COMP AR1853 Y - -5,515,500.582 (meters) COMP AR1853 Z - 3,108,543.486 (meters) COMP AR1853 LAPLACE CORR- -0.90 (seconds) DEFLEC99 AR1853 ELLIP HEIGHT- -7.21 (meters) (05/31/01) GPS OBS AR1853 GEOID HEIGHT- -27.67 (meters) GEOID03 AR1853 DYNAMIC HT - 20.471 (meters) 67.16 (feet) COMP AR1853 MODELED GRAV- 979,266.4 (mgal) NAVD 88 AR1853 AR1853 HORZ ORDER - B AR1853 VERT ORDER - SECOND CLASS I AR1853 ELLP ORDER - FIFTH CLASS I AR1853 AR1853.This mark is at Williston Airport (X60) AR1853 AR1853.The horizontal coordinates were established by GPS observations AR1853.and adjusted by the National Geodetic Survey in May 2001. AR1853 AR1853.The orthometric height was determined by differential leveling AR1853.and adjusted by the National Geodetic Survey in May 2005. AR1853.No vertical observational check was made to the station. AR1853 AR1853.Photographs are available for this station. AR1853 AR1853.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1853 AR1853.The Laplace correction was computed from DEFLEC99 derived deflections. AR1853 AR1853.The ellipsoidal height was determined by GPS observations AR1853.and is referenced to NAD 83. AR1853 AR1853.The geoid height was determined by GEOID03. AR1853 AR1853.The dynamic height is computed by dividing the NAVD 88 AR1853.geopotential number by the normal gravity value computed on the AR1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1853.degrees latitude (g = 980.6199 gals.). AR1853 AR1853.The modeled gravity was interpolated from observed gravity values. AR1853 AR1853; North East Units Scale Factor Converg. AR1853;SPC FL W - 556,800.657 154,423.752 MT 0.99996680 -0 13 48.5 AR1853;UTM 17 - 3,248,547.952 357,368.977 MT 0.99985103 -0 43 13.9 AR1853 AR1853! - Elev Factor x Scale Factor = Combined Factor AR1853!SPC FL W - 1.00000113 x 0.99996680 = 0.99996793 AR1853!UTM 17 - 1.00000113 x 0.99985103 = 0.99985216 AR1853 AR1853: Primary Azimuth Mark Grid Az AR1853:SPC FL W - WILLPORT AZ MK 225 00 51.4 AR1853:UTM 17 - WILLPORT AZ MK 225 30 16.8 AR1853 AR1853|---------------------------------------------------------------------| AR1853| PID Reference Object Distance Geod. Az | AR1853| dddmmss.s | AR1853| AR1889 WILLPORT AZ MK APPROX. 0.9 KM 2244702.9 | AR1853|---------------------------------------------------------------------| AR1853 AR1853 SUPERSEDED SURVEY CONTROL AR1853 AR1853 NAD 83(1990)- 29 21 28.83627(N) 082 28 09.81484(W) AD( ) B AR1853 ELLIP H (09/13/90) -7.09 (m) GP( ) 4 1 AR1853 NGVD 29 (07/18/95) 20.7 (m) 68. (f) GPS OBS AR1853 AR1853.Superseded values are not recommended for survey control. AR1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1853.See file dsdata.txt to determine how the superseded data were derived. AR1853 AR1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5736948548(NAD 83) AR1853_MARKER: F = FLANGE-ENCASED ROD AR1853_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AR1853_SP_SET: STAINLESS STEEL ROD IN SLEEVE AR1853_STAMPING: WILLPORT 1989 AR1853_MARK LOGO: NGS AR1853_PROJECTION: FLUSH AR1853_MAGNETIC: N = NO MAGNETIC MATERIAL AR1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1853+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003 AR1853_ROD/PIPE-DEPTH: 12.5 meters AR1853_SLEEVE-DEPTH : 0.9 meters AR1853 AR1853 HISTORY - Date Condition Report By AR1853 HISTORY - 1989 MONUMENTED NGS AR1853 HISTORY - 19900306 GOOD MCGRIF AR1853 HISTORY - 19930512 GOOD NOS AR1853 HISTORY - 19951206 GOOD NGS AR1853 HISTORY - 19961218 GOOD DCJOHN AR1853 HISTORY - 20030919 GOOD FLDEP AR1853 AR1853 STATION DESCRIPTION AR1853 AR1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AR1853'THE STATION IS LOCATED ABOUT 3.94 KM (2.45 MI) SOUTHWEST OF WILLISTON, AR1853'AT THE WILLISTON MUNICIPAL AIRPORT, ON THE SOUTHEAST SIDE OF RUNWAY AR1853'04-22, IN THE NORTHWEST PART OF SECTION 13, T 13 S, R 18 E. AR1853'OWNERSHIP--CITY OF WILLISTON, P.O. DRAWER 160, WILLISTON FL 32696, AR1853'ROLAND TERIBURY - AIRPORT COORDINATOR, PHONE 904-528-3060, 528-5199 AR1853'(HOME), FIXED BASE OPERATION - WILLISTON AVIATION SERVICES, INC., AR1853'LARRY LEAF, PHONE 904-528-4900. NOTE--PERMISSION MUST BE OBTAINED AR1853'BEFORE ENTERING AIRPORT. AR1853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 ALTERNATE AR1853'(NOBLE AVE) AND U.S. HIGHWAY 41, STATE HIGHWAY 121 (SW 7TH ST) ON THE AR1853'WEST SIDE OF WILLISTON, GO SOUTH FOR 1.32 KM (0.80 MI) ON HIGHWAY 41, AR1853'121 TO A PAVED CROSSROAD. TURN RIGHT AND GO WEST FOR 1.60 KM AR1853'(1.00 MI) ON STATE HIGHWAY 121 TO A PAVED ROAD LEFT. TURN LEFT AND GO AR1853'SOUTH FOR 1.60 KM (1.00 MI) ON THE PAVED ROAD TO A LOCKED GATE. PASS AR1853'THROUGH GATE AND GO SOUTH FOR 0.38 KM (0.25 MI) ON A PAVED TAXIWAY TO AR1853'THE NORTHWEST EDGE OF RUNWAY 04-22. CROSS RUNWAY, TURN LEFT AND GO AR1853'NORTHEAST FOR 0.16 KM (0.10 MI) ALONG THE RUNWAY EDGE TO THE WINDSOCK. AR1853'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR 0.19 KM (0.10 MI) ALONG AR1853'THE RUNWAY EDGE TO THE STATION. AR1853'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 188.67 M AR1853'(619.0 FT) NORTHEAST FROM THE WINDSOCK POLE, 74.62 M (244.8 FT) EAST AR1853'FROM A RUNWAY LIGHT, 71.78 M (235.5 FT) SOUTH-SOUTHWEST FROM A RUNWAY AR1853'LIGHT, 66.45 M (218.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF AR1853'RUNWAY 04-22, 40.54 M (133.0 FT) SOUTHEAST FROM A RUNWAY LIGHT, 36.73 AR1853'M (120.5 FT) NORTH-NORTHEAST FROM A 40-CM FORKED OAK TREE AND 1.83 M AR1853'(6.0 FT) NORTHWEST FROM A CARSONITE WITNESS POST. NOTE--ACCESS TO AR1853'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AR1853'DESCRIBED BY D.F. CALLAHAN. AR1853 AR1853 STATION RECOVERY (1990) AR1853 AR1853'RECOVERY NOTE BY P C MCGRIFF COMPANY 1990 AR1853'RECOVERED IN GOOD CONDITION AS DESCRIBED IN PART II OF THE RECOVERY AR1853'NOTES FROM FLORIDA HIGH PRECISION NETWORK NGS PROJECT NUMBER- AR1853'GPS-170. AR1853 AR1853 STATION RECOVERY (1993) AR1853 AR1853'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG) AR1853'RECOVERED AS DESCRIBED. AR1853 AR1853 STATION RECOVERY (1995) AR1853 AR1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS) AR1853'THE STATION IS LOCATED ABOUT 2.45 MI (3.94 KM) SOUTHWEST OF WILLISTON, AR1853'AT THE WILLISTON MUNICIPAL AIRPORT AND ON THE SOUTHEAST SIDE OF RUNWAY AR1853'04/22. OWNERSHIP -- CITY OF WILLISTON, P.O. BOX 160, WILLISTON, FL AR1853'32696. AIRPORT MANAGER IS BROOKS HOLLOWAY, PHONE (352) 528-3060. TO AR1853'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 ALTERNATE AR1853'(NOBAL AVENUE) AND U.S. HIGHWAY 41/STATE HIGHWAY 121 (SW SEVENTH AR1853'STREET) ON THE WEST SIDE OF WILLISTON, GO SOUTH ON U.S. HIGHWAY AR1853'41/STATE HIGHWAY 121 FOR .85 MI (1.37 KM) TO A INTERSECTION. TURN AR1853'RIGHT AND GO WEST ON STATE HIGHWAY 121 FOR 1.0 MI (1.6 KM) TO A PAVED AR1853'ROAD LEFT. TURN LEFT AND GO SOUTH ON NORTHEAST 180 AVENUE FOR 1.0 MI AR1853'(1.6 KM) TO A GATE. PASS THROUGH GATE AND GO SOUTH ON A CONNECTOR AR1853'TAXIWAY FOR 0.25 MI (0.40 KM) TO THE RUNWAY. TURN LEFT AND GO AR1853'NORTHEAST ON THE RUNWAY FOR 0.1 MI (0.2 KM) TO A WINDSOCK POLE ON THE AR1853'RIGHT. CONTINUE AHEAD AND GO NORTHEAST ON THE RUNWAY FOR 0.15 MI AR1853'(0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 619.0 FT (188.7 AR1853'M) NORTHEAST OF A WINDSOCK POLE, 245.0 FT (74.7 M) EAST OF A RUNWAY AR1853'LIGHT, 235.5 FT (71.8 M) SOUTH-SOUTHWEST OF A RUNWAY LIGHT, 217.5 FT AR1853'(66.3 M) SOUTHEAST OF THE RUNWAY CENTER, 133.3 FT (40.6 M) SOUTHEAST AR1853'OF A RUNWAY LIGHT, 120.5 FT (36.7 M) NORTH-NORTHEAST OF A 40 CM FORKED AR1853'TREE AND 2.3 FT (0.7 M) NORTHWEST OF A WITNESS POST. THIS IS THE AR1853'PRIMARY AIRPORT CONTROL STATION. DRL. AR1853 AR1853 STATION RECOVERY (1996) AR1853 AR1853'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX) AR1853'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED. AR1853 AR1853 STATION RECOVERY (2003) AR1853 AR1853'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1853'RECOVERED IN GOOD CONDITION. AR1853' AR1853'NOTE CURRENT AIRPORT CONTACT IS JOE BALL, CALL FOR PERMISSION PHONE AR1853'(352) 528-4900. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR1889 *********************************************************************** AR1889 DESIGNATION - WILLPORT AZ MK AR1889 PID - AR1889 AR1889 STATE/COUNTY- FL/LEVY AR1889 USGS QUAD - MORRISTON (1993) AR1889 AR1889 *CURRENT SURVEY CONTROL AR1889 ___________________________________________________________________ AR1889* NAD 83(1999)- 29 21 07.57207(N) 082 28 33.90566(W) ADJUSTED AR1889* NAVD 88 - 21.391 (meters) 70.18 (feet) ADJUSTED AR1889 ___________________________________________________________________ AR1889 X - 728,524.984 (meters) COMP AR1889 Y - -5,515,904.677 (meters) COMP AR1889 Z - 3,107,973.245 (meters) COMP AR1889 LAPLACE CORR- -0.93 (seconds) DEFLEC99 AR1889 ELLIP HEIGHT- -6.32 (meters) (12/13/01) GPS OBS AR1889 GEOID HEIGHT- -27.67 (meters) GEOID03 AR1889 DYNAMIC HT - 21.362 (meters) 70.09 (feet) COMP AR1889 MODELED GRAV- 979,265.8 (mgal) NAVD 88 AR1889 AR1889 HORZ ORDER - FIRST AR1889 VERT ORDER - SECOND CLASS I AR1889 ELLP ORDER - FIFTH CLASS I AR1889 AR1889.This mark is at Williston Airport (X60) AR1889 AR1889.The horizontal coordinates were established by GPS observations AR1889.and adjusted by the National Geodetic Survey in December 2001. AR1889 AR1889.The orthometric height was determined by differential leveling AR1889.and adjusted by the National Geodetic Survey in May 2005. AR1889.No vertical observational check was made to the station. AR1889 AR1889.Photographs are available for this station. AR1889 AR1889.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1889 AR1889.The Laplace correction was computed from DEFLEC99 derived deflections. AR1889 AR1889.The ellipsoidal height was determined by GPS observations AR1889.and is referenced to NAD 83. AR1889 AR1889.The geoid height was determined by GEOID03. AR1889 AR1889.The dynamic height is computed by dividing the NAVD 88 AR1889.geopotential number by the normal gravity value computed on the AR1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1889.degrees latitude (g = 980.6199 gals.). AR1889 AR1889.The modeled gravity was interpolated from observed gravity values. AR1889 AR1889; North East Units Scale Factor Converg. AR1889;SPC FL W - 556,148.563 153,771.333 MT 0.99996754 -0 14 00.1 AR1889;UTM 17 - 3,247,901.540 356,711.078 MT 0.99985335 -0 43 25.2 AR1889 AR1889! - Elev Factor x Scale Factor = Combined Factor AR1889!SPC FL W - 1.00000099 x 0.99996754 = 0.99996853 AR1889!UTM 17 - 1.00000099 x 0.99985335 = 0.99985434 AR1889 AR1889: Primary Azimuth Mark Grid Az AR1889:SPC FL W - WILLPORT 045 00 51.2 AR1889:UTM 17 - WILLPORT 045 30 16.3 AR1889 AR1889|---------------------------------------------------------------------| AR1889| PID Reference Object Distance Geod. Az | AR1889| dddmmss.s | AR1889| AR1853 WILLPORT APPROX. 0.9 KM 0444651.1 | AR1889|---------------------------------------------------------------------| AR1889 AR1889 SUPERSEDED SURVEY CONTROL AR1889 AR1889 NAD 83(1990)- 29 21 07.57083(N) 082 28 33.90516(W) AD( ) 1 AR1889 NGVD 29 (02/04/91) 21.8 (m) 72. (f) GPS OBS AR1889 AR1889.Superseded values are not recommended for survey control. AR1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1889.See file dsdata.txt to determine how the superseded data were derived. AR1889 AR1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5671147902(NAD 83) AR1889_MARKER: F = FLANGE-ENCASED ROD AR1889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AR1889_SP_SET: STAINLESS STEEL ROD IN SLEEVE AR1889_STAMPING: WILLPORT AZ MK 1989 AR1889_MARK LOGO: NGS AR1889_PROJECTION: FLUSH AR1889_MAGNETIC: N = NO MAGNETIC MATERIAL AR1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1889+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003 AR1889_ROD/PIPE-DEPTH: 12.8 meters AR1889_SLEEVE-DEPTH : 0.9 meters AR1889 AR1889 HISTORY - Date Condition Report By AR1889 HISTORY - 1989 MONUMENTED NGS AR1889 HISTORY - 20030919 GOOD FLDEP AR1889 AR1889 STATION DESCRIPTION AR1889 AR1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AR1889'THE STATION IS LOCATED ABOUT 4.91 KM (3.05 MI) SOUTHWEST OF WILLISTON, AR1889'AT THE WILLISTON MUNICIPAL AIRPORT, IN THE EAST ANGLE OF THE JUNCTION AR1889'OF RUNWAYS 04-22 AND 14-32, IN SECTION 14, T 13 S, R 18 E. AR1889'OWNERSHIP--CITY OF WILLISTON, P.O. DRAWER 160, WILLISTON FL 32696, AR1889'ROLAND TERIBURY - AIRPORT COORDINATOR, PHONE 904-528-3060, 528-5199 AR1889'(HOME), FIXED BASE OPERATION - WILLISTON AVIATION SERVICES, INC., AR1889'LARRY LEAF, PHONE 904-528-4900. NOTE--PERMISSION MUST BE OBTAINED AR1889'BEFORE ENTERING AIRPORT. AR1889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 ALTERNATE AR1889'(NOBLE AVE) AND U.S. HIGHWAY 41, STATE HIGHWAY 121 (SW 7TH ST) ON THE AR1889'WEST SIDE OF WILLISTON, GO SOUTH FOR 1.32 KM (0.80 MI) ON HIGHWAY 41, AR1889'121 TO A PAVED CROSSROAD. TURN RIGHT AND GO WEST FOR 1.60 KM AR1889'(1.00 MI) ON STATE HIGHWAY 121 TO A PAVED ROAD LEFT. TURN LEFT AND GO AR1889'SOUTH FOR 1.60 KM (1.00 MI) ON THE PAVED ROAD TO A LOCKED GATE. PASS AR1889'THROUGH GATE AND GO SOUTH FOR 0.38 KM (0.25 MI) ON A PAVED TAXIWAY TO AR1889'THE NORTHWEST EDGE OF RUNWAY 04-22. CROSS RUNWAY, TURN RIGHT AND GO AR1889'SOUTHWEST FOR 0.56 KM (0.35 MI) ALONG THE RUNWAY EDGE TO THE STATION. AR1889'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 79.46 M AR1889'(260.7 FT) SOUTH-SOUTHWEST FROM THE FIRST RUNWAY LIGHT ON THE AR1889'SOUTHEAST SIDE OF RUNWAY THAT IS NORTHEAST FROM THE END OF RUNWAY AR1889'LIGHTS, 68.28 M (224.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF AR1889'RUNWAY 04-22 AT A POINT WHERE THE CONCRETE AND ASPHALT RUNWAY MEET, AR1889'67.97 M (223.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY AR1889'14-32, 42.67 M (140.0 FT) SOUTHEAST FROM THE NORTHWEST ONE OF THREE AR1889'END OF RUNWAY LIGHTS ON THE SOUTHEAST SIDE OF RUNWAY AND 1.83 M AR1889'(6.0 FT) NORTH FROM A CARSONITE WITNESS POST. NOTE--ACCESS TO DATUM AR1889'POINT IS HAD THROUGH A 5-INCH LOGO CAP. AR1889'DESCRIBED BY D.F. CALLAHAN. AR1889 AR1889 STATION RECOVERY (2003) AR1889 AR1889'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR1889'RECOVERED IN GOOD CONDITION. AR1889' AR1889'NOTE CURRENT AIRPORT CONTACT IS JOE BALL, CALL FOR PERMISSION PHONE AR1889'(352) 528-4900. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8061 *********************************************************************** DG8061 DESIGNATION - X 584 DG8061 PID - DG8061 DG8061 STATE/COUNTY- FL/LEVY DG8061 USGS QUAD - WILLISTON (1976) DG8061 DG8061 *CURRENT SURVEY CONTROL DG8061 ___________________________________________________________________ DG8061* NAD 83(1986)- 29 23 50. (N) 082 29 38. (W) SCALED DG8061* NAVD 88 - 20.152 (meters) 66.12 (feet) ADJUSTED DG8061 ___________________________________________________________________ DG8061 GEOID HEIGHT- -27.67 (meters) GEOID03 DG8061 DYNAMIC HT - 20.124 (meters) 66.02 (feet) COMP DG8061 MODELED GRAV- 979,271.4 (mgal) NAVD 88 DG8061 DG8061 VERT ORDER - FIRST CLASS II DG8061 DG8061.The horizontal coordinates were scaled from a topographic map and have DG8061.an estimated accuracy of +/- 6 seconds. DG8061 DG8061.The orthometric height was determined by differential leveling DG8061.and adjusted by the National Geodetic Survey in May 2005. DG8061.No vertical observational check was made to the station. DG8061 DG8061.Photographs are available for this station. DG8061 DG8061.The geoid height was determined by GEOID03. DG8061 DG8061.The dynamic height is computed by dividing the NAVD 88 DG8061.geopotential number by the normal gravity value computed on the DG8061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8061.degrees latitude (g = 980.6199 gals.). DG8061 DG8061.The modeled gravity was interpolated from observed gravity values. DG8061 DG8061; North East Units Estimated Accuracy DG8061;SPC FL W - 561,160. 152,060. MT (+/- 180 meters Scaled) DG8061 DG8061 SUPERSEDED SURVEY CONTROL DG8061 DG8061.No superseded survey control is available for this station. DG8061 DG8061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN550529(NAD 83) DG8061_MARKER: DD = SURVEY DISK DG8061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8061_STAMPING: X 584 2003 DG8061_MARK LOGO: FLDEP DG8061_PROJECTION: RECESSED 5 CENTIMETERS DG8061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8061+STABILITY: SURFACE MOTION DG8061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8061+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003 DG8061 DG8061 HISTORY - Date Condition Report By DG8061 HISTORY - 20030712 MONUMENTED FLDEP DG8061 DG8061 STATION DESCRIPTION DG8061 DG8061'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8061'THE MARK IS ABOUT 2.9 MI WEST-NORTHWEST OF WILLISTON, IN SECTION 34, DG8061'TOWNSHIP 12 SOUTH, RANGE 18 EAST. DG8061' DG8061'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8061'AND U.S. HIGHWAY 41 SOUTHBOUND, STATE ROAD 121 ON THE WEST SIDE OF DG8061'WILLISTON, GO WEST ON ALTERNATE U.S. HIGHWAY 27 FOR 2.4 MI TO THE DG8061'INTERSECTION OF COUNTY ROAD 335 AND THE MARK ON THE LEFT, SET IN THE DG8061'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF DG8061'THE GROUND AND ABOUT 3.0 FT BELOW THE LEVEL OF ALTERNATE U.S. HIGHWAY DG8061'27. DG8061' DG8061'LOCATED 74.1 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DG8061'SOUTHEAST BOUND LANES OF ALTERNATE U.S. HIGHWAY 27, 67.4 FT EAST OF DG8061'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 335, 31.2 FT EAST OF A DG8061'WOODEN POWER POLE, 0.9 FT NORTH-NORTHEAST OF A BARB WIRE FENCE AND DG8061'0.8 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST. DG8061' DG8061'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9857 *********************************************************************** DG9857 DESIGNATION - X 585 DG9857 PID - DG9857 DG9857 STATE/COUNTY- FL/LEVY DG9857 USGS QUAD - BRONSON SE (1988) DG9857 DG9857 *CURRENT SURVEY CONTROL DG9857 ___________________________________________________________________ DG9857* NAD 83(1986)- 29 18 37. (N) 082 31 33. (W) SCALED DG9857* NAVD 88 - 28.489 (meters) 93.47 (feet) ADJUSTED DG9857 ___________________________________________________________________ DG9857 GEOID HEIGHT- -27.62 (meters) GEOID03 DG9857 DYNAMIC HT - 28.449 (meters) 93.34 (feet) COMP DG9857 MODELED GRAV- 979,260.2 (mgal) NAVD 88 DG9857 DG9857 VERT ORDER - SECOND CLASS I DG9857 DG9857.The horizontal coordinates were scaled from a topographic map and have DG9857.an estimated accuracy of +/- 6 seconds. DG9857 DG9857.The orthometric height was determined by differential leveling DG9857.and adjusted by the National Geodetic Survey in May 2005. DG9857.No vertical observational check was made to the station. DG9857 DG9857.Photographs are available for this station. DG9857 DG9857.The geoid height was determined by GEOID03. DG9857 DG9857.The dynamic height is computed by dividing the NAVD 88 DG9857.geopotential number by the normal gravity value computed on the DG9857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9857.degrees latitude (g = 980.6199 gals.). DG9857 DG9857.The modeled gravity was interpolated from observed gravity values. DG9857 DG9857; North East Units Estimated Accuracy DG9857;SPC FL W - 551,530. 148,920. MT (+/- 180 meters Scaled) DG9857 DG9857 SUPERSEDED SURVEY CONTROL DG9857 DG9857.No superseded survey control is available for this station. DG9857 DG9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN518433(NAD 83) DG9857_MARKER: DD = SURVEY DISK DG9857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9857_STAMPING: X 585 2003 DG9857_MARK LOGO: FLDEP DG9857_PROJECTION: RECESSED 5 CENTIMETERS DG9857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9857+STABILITY: SURFACE MOTION DG9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9857+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9857 DG9857 HISTORY - Date Condition Report By DG9857 HISTORY - 20030724 MONUMENTED FLDEP DG9857 DG9857 STATION DESCRIPTION DG9857 DG9857'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9857'THE MARK IS ABOUT 6.8 MI SOUTHWEST OF WILLISTON, IN SECTION 32, DG9857'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9857' DG9857'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9857'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9857'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9857'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9857'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 6.05 MI TO THE DG9857'JUNCTION OF SOUTHEAST 5TH STREET ON THE RIGHT, CONTINUE SOUTHWEST ON DG9857'STATE ROAD 121 FOR 1.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF DG9857'A ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE DG9857'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 121. DG9857' DG9857'LOCATED 263.1 FT SOUTH-SOUTHWEST OF A HOG WIRE FENCE CORNER POST, 98.3 DG9857'FT EAST OF POWER POLE NUMBER 458486, 45.2 FT EAST-SOUTHEAST OF THE DG9857'APPROXIMATE CENTERLINE OF STATE ROAD 121 AND 1.8 FT WEST OF A DG9857'CARSONITE WITNESS POST. DG9857' DG9857'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9553 *********************************************************************** DG9553 DESIGNATION - X 586 DG9553 PID - DG9553 DG9553 STATE/COUNTY- FL/LEVY DG9553 USGS QUAD - ROMEO (1991) DG9553 DG9553 *CURRENT SURVEY CONTROL DG9553 ___________________________________________________________________ DG9553* NAD 83(1986)- 29 13 40. (N) 082 26 27. (W) SCALED DG9553* NAVD 88 - 20.341 (meters) 66.74 (feet) ADJUSTED DG9553 ___________________________________________________________________ DG9553 GEOID HEIGHT- -27.68 (meters) GEOID03 DG9553 DYNAMIC HT - 20.313 (meters) 66.64 (feet) COMP DG9553 MODELED GRAV- 979,248.2 (mgal) NAVD 88 DG9553 DG9553 VERT ORDER - FIRST CLASS II DG9553 DG9553.The horizontal coordinates were scaled from a topographic map and have DG9553.an estimated accuracy of +/- 6 seconds. DG9553 DG9553.The orthometric height was determined by differential leveling DG9553.and adjusted by the National Geodetic Survey in May 2005. DG9553.No vertical observational check was made to the station. DG9553 DG9553.Photographs are available for this station. DG9553 DG9553.The geoid height was determined by GEOID03. DG9553 DG9553.The dynamic height is computed by dividing the NAVD 88 DG9553.geopotential number by the normal gravity value computed on the DG9553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9553.degrees latitude (g = 980.6199 gals.). DG9553 DG9553.The modeled gravity was interpolated from observed gravity values. DG9553 DG9553; North East Units Estimated Accuracy DG9553;SPC FL W - 542,360. 157,140. MT (+/- 180 meters Scaled) DG9553 DG9553 SUPERSEDED SURVEY CONTROL DG9553 DG9553.No superseded survey control is available for this station. DG9553 DG9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN599340(NAD 83) DG9553_MARKER: DD = SURVEY DISK DG9553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9553_STAMPING: X 586 2003 DG9553_MARK LOGO: FLDEP DG9553_PROJECTION: RECESSED 5 CENTIMETERS DG9553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9553+STABILITY: SURFACE MOTION DG9553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9553+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003 DG9553 DG9553 HISTORY - Date Condition Report By DG9553 HISTORY - 20030806 MONUMENTED FLDEP DG9553 DG9553 STATION DESCRIPTION DG9553 DG9553'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9553'THE MARK IS ABOUT 10.7 MI SOUTH OF WILLISTON, IN SECTION 30, TOWNSHIP DG9553'14 SOUTH, RANGE 19 EAST. DG9553' DG9553'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTHBOUND, DG9553'STATE ROAD 121 AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE OF DG9553'WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.05 MI TO THE JUNCTION OF DG9553'SOUTHEAST 11TH PLACE ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 41 DG9553'FOR 4.85 MI TO THE JUNCTION OF WESTBOUND COUNTY ROAD 464 ON THE RIGHT, DG9553'CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.0 MI TO THE MARK ON THE LEFT, DG9553'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE DG9553'LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 41. DG9553' DG9553'LOCATED 263.0 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DG9553'SOUTHEAST 70TH LANE, 49.3 FT EAST OF THE APPROXIMATE CENTERLINE OF DG9553'U.S. HIGHWAY 41, 2.0 FT WEST OF A HOG WIRE FENCE AND 1.8 FT SOUTHWEST DG9553'OF A CARSONITE WITNESS POST. DG9553' DG9553'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8089 *********************************************************************** DG8089 DESIGNATION - X 587 DG8089 PID - DG8089 DG8089 STATE/COUNTY- FL/LEVY DG8089 USGS QUAD - YANKEETOWN (1993) DG8089 DG8089 *CURRENT SURVEY CONTROL DG8089 ___________________________________________________________________ DG8089* NAD 83(1986)- 29 06 25. (N) 082 38 10. (W) SCALED DG8089* NAVD 88 - 11.613 (meters) 38.10 (feet) ADJUSTED DG8089 ___________________________________________________________________ DG8089 GEOID HEIGHT- -27.45 (meters) GEOID03 DG8089 DYNAMIC HT - 11.597 (meters) 38.05 (feet) COMP DG8089 MODELED GRAV- 979,246.8 (mgal) NAVD 88 DG8089 DG8089 VERT ORDER - FIRST CLASS II DG8089 DG8089.The horizontal coordinates were scaled from a topographic map and have DG8089.an estimated accuracy of +/- 6 seconds. DG8089 DG8089.The orthometric height was determined by differential leveling DG8089.and adjusted by the National Geodetic Survey in May 2005. DG8089.No vertical observational check was made to the station. DG8089 DG8089.The geoid height was determined by GEOID03. DG8089 DG8089.The dynamic height is computed by dividing the NAVD 88 DG8089.geopotential number by the normal gravity value computed on the DG8089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8089.degrees latitude (g = 980.6199 gals.). DG8089 DG8089.The modeled gravity was interpolated from observed gravity values. DG8089 DG8089; North East Units Estimated Accuracy DG8089;SPC FL W - 529,050. 138,090. MT (+/- 180 meters Scaled) DG8089 DG8089 SUPERSEDED SURVEY CONTROL DG8089 DG8089.No superseded survey control is available for this station. DG8089 DG8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN407209(NAD 83) DG8089_MARKER: F = FLANGE-ENCASED ROD DG8089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8089_STAMPING: X 587 2003 DG8089_MARK LOGO: NGS DG8089_PROJECTION: RECESSED 8 CENTIMETERS DG8089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8089+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8089_ROD/PIPE-DEPTH: 10.8 meters DG8089 DG8089 HISTORY - Date Condition Report By DG8089 HISTORY - 20031001 MONUMENTED FLDEP DG8089 DG8089 STATION DESCRIPTION DG8089 DG8089'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8089'THE MARK IS ABOUT 5.6 MI NORTH OF INGLIS, IN SECTION 12, TOWNSHIP 16 DG8089'SOUTH, RANGE 16 EAST. DG8089' DG8089'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND STATE DG8089'ROAD 121 (LEBANON STATION) ABOUT 9.0 MI NORTH OF INGLIS, GO SOUTH ON DG8089'U.S. HIGHWAY 19, 98 FOR 3.9 MI TO THE JUNCTION OF SOUTHEAST 153RD DG8089'STREET ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DG8089'DRIVEN TO REFUSAL AT A DEPTH OF 35.5 FT WITH AN NGS LOGO CAP RECESSED DG8089'0.3 FT BELOW THE LEVEL OF THE GROUND AND LEVEL WITH SOUTHEAST 153RD DG8089'STREET, THE DATUM POINT IS RECESSED 0.5 FT BELOW THE LEVEL OF THE NGS DG8089'LOGO CAP. DG8089' DG8089'LOCATED 70.1 FT EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 19, 98, DG8089'53.5 FT NORTH OF POWER POLE NUMBER 20, 24.0 FT NORTH OF THE DG8089'APPROXIMATE CENTERLINE OF SOUTHEAST 153RD STREET, 6.0 FT SOUTHEAST OF DG8089'A FIBER OPTIC PHONE CABLE WARNING POST AND 1.5 FT WEST OF A CARSONITE DG8089'WITNESS POST. DG8089' DG8089'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8089' DG8089'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8060 *********************************************************************** DG8060 DESIGNATION - Y 584 DG8060 PID - DG8060 DG8060 STATE/COUNTY- FL/LEVY DG8060 USGS QUAD - WILLISTON (1976) DG8060 DG8060 *CURRENT SURVEY CONTROL DG8060 ___________________________________________________________________ DG8060* NAD 83(1986)- 29 23 29. (N) 082 28 28. (W) SCALED DG8060* NAVD 88 - 23.904 (meters) 78.42 (feet) ADJUSTED DG8060 ___________________________________________________________________ DG8060 GEOID HEIGHT- -27.68 (meters) GEOID03 DG8060 DYNAMIC HT - 23.871 (meters) 78.32 (feet) COMP DG8060 MODELED GRAV- 979,270.7 (mgal) NAVD 88 DG8060 DG8060 VERT ORDER - FIRST CLASS II DG8060 DG8060.The horizontal coordinates were scaled from a topographic map and have DG8060.an estimated accuracy of +/- 6 seconds. DG8060 DG8060.The orthometric height was determined by differential leveling DG8060.and adjusted by the National Geodetic Survey in May 2005. DG8060.No vertical observational check was made to the station. DG8060 DG8060.Photographs are available for this station. DG8060 DG8060.The geoid height was determined by GEOID03. DG8060 DG8060.The dynamic height is computed by dividing the NAVD 88 DG8060.geopotential number by the normal gravity value computed on the DG8060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8060.degrees latitude (g = 980.6199 gals.). DG8060 DG8060.The modeled gravity was interpolated from observed gravity values. DG8060 DG8060; North East Units Estimated Accuracy DG8060;SPC FL W - 560,500. 153,950. MT (+/- 180 meters Scaled) DG8060 DG8060 SUPERSEDED SURVEY CONTROL DG8060 DG8060.No superseded survey control is available for this station. DG8060 DG8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN569522(NAD 83) DG8060_MARKER: F = FLANGE-ENCASED ROD DG8060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8060_STAMPING: Y 584 2003 DG8060_MARK LOGO: NGS DG8060_PROJECTION: FLUSH DG8060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8060+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003 DG8060_ROD/PIPE-DEPTH: 7.3 meters DG8060 DG8060 HISTORY - Date Condition Report By DG8060 HISTORY - 20030712 MONUMENTED FLDEP DG8060 DG8060 STATION DESCRIPTION DG8060 DG8060'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8060'THE MARK IS ABOUT 1.7 MI WEST OF WILLISTON, IN SECTION 35, TOWNSHIP 12 DG8060'SOUTH, RANGE 18 EAST. DG8060' DG8060'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8060'AND U.S. HIGHWAY 41 SOUTHBOUND, STATE ROAD 121 ON THE WEST SIDE OF DG8060'WILLISTON, GO WEST ON ALTERNATE U.S. HIGHWAY 27 FOR 1.2 MI TO THE DG8060'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH DG8060'OF 23.8 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH DG8060'ALTERNATE U.S. HIGHWAY 27, THE DATUM POINT IS RECESSED 0.2 FT BELOW DG8060'THE LEVEL OF THE NGS LOGO CAP. DG8060' DG8060'LOCATED 72.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DG8060'SOUTHEAST BOUND LANES OF ALTERNATE U.S. HIGHWAY 27, 23.7 FT NORTHWEST DG8060'OF THE APPROXIMATE CENTER OF A METAL GATE, 1.3 FT NORTHEAST OF A WIRE DG8060'FENCE AND 0.9 FT NORTHEAST OF A CARSONITE WITNESS POST. DG8060' DG8060'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8060' DG8060'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9875 *********************************************************************** DG9875 DESIGNATION - Y 585 DG9875 PID - DG9875 DG9875 STATE/COUNTY- FL/LEVY DG9875 USGS QUAD - BRONSON SE (1988) DG9875 DG9875 *CURRENT SURVEY CONTROL DG9875 ___________________________________________________________________ DG9875* NAD 83(1986)- 29 19 28. (N) 082 31 10. (W) SCALED DG9875* NAVD 88 - 26.230 (meters) 86.06 (feet) ADJUSTED DG9875 ___________________________________________________________________ DG9875 GEOID HEIGHT- -27.63 (meters) GEOID03 DG9875 DYNAMIC HT - 26.194 (meters) 85.94 (feet) COMP DG9875 MODELED GRAV- 979,261.4 (mgal) NAVD 88 DG9875 DG9875 VERT ORDER - SECOND CLASS I DG9875 DG9875.The horizontal coordinates were scaled from a topographic map and have DG9875.an estimated accuracy of +/- 6 seconds. DG9875 DG9875.The orthometric height was determined by differential leveling DG9875.and adjusted by the National Geodetic Survey in May 2005. DG9875.No vertical observational check was made to the station. DG9875 DG9875.Photographs are available for this station. DG9875 DG9875.The geoid height was determined by GEOID03. DG9875 DG9875.The dynamic height is computed by dividing the NAVD 88 DG9875.geopotential number by the normal gravity value computed on the DG9875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9875.degrees latitude (g = 980.6199 gals.). DG9875 DG9875.The modeled gravity was interpolated from observed gravity values. DG9875 DG9875; North East Units Estimated Accuracy DG9875;SPC FL W - 553,100. 149,550. MT (+/- 180 meters Scaled) DG9875 DG9875 SUPERSEDED SURVEY CONTROL DG9875 DG9875.No superseded survey control is available for this station. DG9875 DG9875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN524448(NAD 83) DG9875_MARKER: DD = SURVEY DISK DG9875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9875_STAMPING: Y 585 2003 DG9875_MARK LOGO: FLDEP DG9875_PROJECTION: RECESSED 10 CENTIMETERS DG9875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9875+STABILITY: SURFACE MOTION DG9875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9875+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9875 DG9875 HISTORY - Date Condition Report By DG9875 HISTORY - 20030724 MONUMENTED FLDEP DG9875 DG9875 STATION DESCRIPTION DG9875 DG9875'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9875'THE MARK IS ABOUT 5.8 MI SOUTHWEST OF WILLISTON, IN SECTION 28, DG9875'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9875' DG9875'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9875'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9875'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9875'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9875'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 6.05 MI TO THE DG9875'JUNCTION OF SOUTHEAST 5TH STREET ON THE RIGHT AND THE MARK ON THE DG9875'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT DG9875'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF DG9875'STATE ROAD 121. DG9875' DG9875'LOCATED 63.1 FT NORTH-NORTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE DG9875'OF SOUTHEAST 5TH STREET, 53.1 FT EAST OF THE APPROXIMATE CENTERLINE DG9875'OF STATE ROAD 121, 1.1 FT WEST OF A BARB WIRE FENCE AND 1.0 FT WEST DG9875'OF A CARSONITE WITNESS POST. DG9875' DG9875'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8090 *********************************************************************** DG8090 DESIGNATION - Y 587 DG8090 PID - DG8090 DG8090 STATE/COUNTY- FL/LEVY DG8090 USGS QUAD - YANKEETOWN (1993) DG8090 DG8090 *CURRENT SURVEY CONTROL DG8090 ___________________________________________________________________ DG8090* NAD 83(1986)- 29 05 28. (N) 082 38 09. (W) SCALED DG8090* NAVD 88 - 12.012 (meters) 39.41 (feet) ADJUSTED DG8090 ___________________________________________________________________ DG8090 GEOID HEIGHT- -27.44 (meters) GEOID03 DG8090 DYNAMIC HT - 11.995 (meters) 39.35 (feet) COMP DG8090 MODELED GRAV- 979,245.1 (mgal) NAVD 88 DG8090 DG8090 VERT ORDER - FIRST CLASS II DG8090 DG8090.The horizontal coordinates were scaled from a topographic map and have DG8090.an estimated accuracy of +/- 6 seconds. DG8090 DG8090.The orthometric height was determined by differential leveling DG8090.and adjusted by the National Geodetic Survey in May 2005. DG8090.No vertical observational check was made to the station. DG8090 DG8090.The geoid height was determined by GEOID03. DG8090 DG8090.The dynamic height is computed by dividing the NAVD 88 DG8090.geopotential number by the normal gravity value computed on the DG8090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8090.degrees latitude (g = 980.6199 gals.). DG8090 DG8090.The modeled gravity was interpolated from observed gravity values. DG8090 DG8090; North East Units Estimated Accuracy DG8090;SPC FL W - 527,300. 138,100. MT (+/- 180 meters Scaled) DG8090 DG8090 SUPERSEDED SURVEY CONTROL DG8090 DG8090.No superseded survey control is available for this station. DG8090 DG8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN407191(NAD 83) DG8090_MARKER: DD = SURVEY DISK DG8090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8090_STAMPING: Y 587 2003 DG8090_MARK LOGO: FLDEP DG8090_PROJECTION: FLUSH DG8090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8090+STABILITY: SURFACE MOTION DG8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8090+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8090 DG8090 HISTORY - Date Condition Report By DG8090 HISTORY - 20031001 MONUMENTED FLDEP DG8090 DG8090 STATION DESCRIPTION DG8090 DG8090'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8090'THE MARK IS ABOUT 4.7 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 13, DG8090'TOWNSHIP 16 SOUTH, RANGE 16 EAST. DG8090' DG8090'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND STATE DG8090'ROAD 121 (LEBANON STATION) ABOUT 9.0 MI NORTH OF INGLIS, GO SOUTH ON DG8090'U.S. HIGHWAY 19, 98 FOR 3.9 MI TO THE JUNCTION OF SOUTHEAST 153RD DG8090'STREET ON THE LEFT, CONTINUE SOUTH ON U.S. HIGHWAY 19, 98 FOR 1.1 MI DG8090'TO THE MARK ON THE LEFT. THE MARK CAN ALSO BE REACHED FROM THE DG8090'INTERSECTION OF U.S. HIGHWAY 19, 98 AND COUNTY ROAD 40 IN INGLIS, GO DG8090'NORTH ON U.S. HIGHWAY 19, 98 FOR 4.65 MI TO THE MARK ON THE RIGHT, DG8090'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND DG8090'ABOUT 4.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 19, 98 NORTHBOUND. DG8090' DG8090'LOCATED 87.7 FT NORTH OF POWER POLE NUMBER 20 WITH A PHONE CABLE DG8090'PEDESTAL NUMBER P52, 69.5 FT EAST OF THE APPROXIMATE CENTER OF U.S. DG8090'HIGHWAY 19, 98 NORTHBOUND, 36.2 FT NORTH OF A METAL FIBER OPTIC CABLE DG8090'WARNING POST, 1.8 FT WEST OF A BARB WIRE FENCE AND 1.2 FT WEST OF A DG8090'CARSONITE WITNESS POST. DG8090' DG8090'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 AR0737 *********************************************************************** AR0737 DESIGNATION - Z 268 AR0737 PID - AR0737 AR0737 STATE/COUNTY- FL/LEVY AR0737 USGS QUAD - WILLISTON (1976) AR0737 AR0737 *CURRENT SURVEY CONTROL AR0737 ___________________________________________________________________ AR0737* NAD 83(1986)- 29 27 20. (N) 082 28 29. (W) SCALED AR0737* NAVD 88 - 18.438 (meters) 60.49 (feet) ADJUSTED AR0737 ___________________________________________________________________ AR0737 GEOID HEIGHT- -27.70 (meters) GEOID03 AR0737 DYNAMIC HT - 18.413 (meters) 60.41 (feet) COMP AR0737 MODELED GRAV- 979,276.9 (mgal) NAVD 88 AR0737 AR0737 VERT ORDER - FIRST CLASS II AR0737 AR0737.The horizontal coordinates were scaled from a topographic map and have AR0737.an estimated accuracy of +/- 6 seconds. AR0737 AR0737.The orthometric height was determined by differential leveling AR0737.and adjusted by the National Geodetic Survey in May 2005. AR0737 AR0737.Photographs are available for this station. AR0737 AR0737.The geoid height was determined by GEOID03. AR0737 AR0737.The dynamic height is computed by dividing the NAVD 88 AR0737.geopotential number by the normal gravity value computed on the AR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR0737.degrees latitude (g = 980.6199 gals.). AR0737 AR0737.The modeled gravity was interpolated from observed gravity values. AR0737 AR0737; North East Units Estimated Accuracy AR0737;SPC FL W - 567,610. 153,950. MT (+/- 180 meters Scaled) AR0737 AR0737 SUPERSEDED SURVEY CONTROL AR0737 AR0737 NAVD 88 (06/15/91) 18.440 (m) 60.50 (f) UNKNOWN 1 1 AR0737 NGVD 29 (??/??/92) 18.690 (m) 61.32 (f) ADJ UNCH 1 1 AR0737 AR0737.Superseded values are not recommended for survey control. AR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR0737.See file dsdata.txt to determine how the superseded data were derived. AR0737 AR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN569593(NAD 83) AR0737_MARKER: DB = BENCH MARK DISK AR0737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AR0737_SP_SET: 31.8 FEET AR0737_STAMPING: Z 268 1966 AR0737_MARK LOGO: CGS AR0737_MAGNETIC: N = NO MAGNETIC MATERIAL AR0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AR0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR0737+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 AR0737 AR0737 HISTORY - Date Condition Report By AR0737 HISTORY - 1966 MONUMENTED CGS AR0737 HISTORY - 19981123 MARK NOT FOUND USPSQD AR0737 HISTORY - 20030825 GOOD FLDEP AR0737 AR0737 STATION DESCRIPTION AR0737 AR0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AR0737'5.2 MI N FROM WILLISTON. AR0737'5.2 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM THE AR0737'STATION AT WILLISTON, ALSO ABOUT 6.5 MILES SOUTH ALONG THE SEABOARD AR0737'AIR LINE RAILROAD FROM THE STATION AT ARCHER, 181 FEET SOUTH OF AR0737'THE CENTER OF THE CROSSING OF A SAND ROAD, 118 1/2 FEET SOUTH OF AR0737'MILEPOST 725, 56.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 1/2 AR0737'FEET NORTHWEST OF THE SECOND TELEPHONE POLE SOUTHEAST OF THE AR0737'ROAD, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL AR0737'WITH THE TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL AR0737'ROD PROJECTING 0.3 FOOT AND PROTECTED BY A 6-INCH IRON PIPE AR0737'PROJECTING 0.5 FOOT. THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH AR0737'OF 31.8 FEET. AR0737 AR0737 STATION RECOVERY (1998) AR0737 AR0737'RECOVERY NOTE BY US POWER SQUADRON 1998 AR0737'MARK NOT FOUND. AR0737 AR0737 STATION RECOVERY (2003) AR0737 AR0737'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ) AR0737'THE MARK IS ABOUT 5.1 MI NORTH-NORTHWEST OF WILLISTON, IN SECTION 14, AR0737'TOWNSHIP 12 SOUTH, RANGE 18 EAST. AR0737' AR0737'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 41, 27, STATE AR0737'ROAD 121 AND U.S. HIGHWAY 27 ALTERNATE IN WILLISTON, GO NORTH ON U.S. AR0737'HIGHWAYS 41, 27 FOR 5.1 MI TO THE JUNCTION OF NORTHEAST 85TH STREET AR0737'ON THE LEFT AND THE MARK ON THE LEFT, A DISK ATTACHED TO THE TOP OF A AR0737'COPPER COATED STEEL ROD DRIVEN TO THE DEPTH OF 31.8 FT INCASED IN A AR0737'6-INCH IRON PIPE FLUSH WITH THE GROUND AND LEVEL WITH AN ABANDONED AR0737'RAILROAD GRADE, THE DISK IS RECESSED 0.2 FT BELOW THE LEVEL OF THE AR0737'IRON PIPE. AR0737' AR0737'LOCATED 208.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. AR0737'HIGHWAYS 41, 27, 155.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF AR0737'NORTHEAST 85TH STREET, 1.1 FT SOUTH OF A METAL WITNESS POST AND 0.8 AR0737'FT EAST-SOUTHEAST OF A CARSONITE WITNESS POST. AR0737' AR0737'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8068 *********************************************************************** DG8068 DESIGNATION - Z 584 DG8068 PID - DG8068 DG8068 STATE/COUNTY- FL/LEVY DG8068 USGS QUAD - BRONSON (1988) DG8068 DG8068 *CURRENT SURVEY CONTROL DG8068 ___________________________________________________________________ DG8068* NAD 83(1986)- 29 25 55. (N) 082 37 46. (W) SCALED DG8068* NAVD 88 - 21.247 (meters) 69.71 (feet) ADJUSTED DG8068 ___________________________________________________________________ DG8068 GEOID HEIGHT- -27.61 (meters) GEOID03 DG8068 DYNAMIC HT - 21.218 (meters) 69.61 (feet) COMP DG8068 MODELED GRAV- 979,275.9 (mgal) NAVD 88 DG8068 DG8068 VERT ORDER - FIRST CLASS II DG8068 DG8068.The horizontal coordinates were scaled from a topographic map and have DG8068.an estimated accuracy of +/- 6 seconds. DG8068 DG8068.The orthometric height was determined by differential leveling DG8068.and adjusted by the National Geodetic Survey in May 2005. DG8068.No vertical observational check was made to the station. DG8068 DG8068.Photographs are available for this station. DG8068 DG8068.The geoid height was determined by GEOID03. DG8068 DG8068.The dynamic height is computed by dividing the NAVD 88 DG8068.geopotential number by the normal gravity value computed on the DG8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8068.degrees latitude (g = 980.6199 gals.). DG8068 DG8068.The modeled gravity was interpolated from observed gravity values. DG8068 DG8068; North East Units Estimated Accuracy DG8068;SPC FL W - 565,070. 138,930. MT (+/- 180 meters Scaled) DG8068 DG8068 SUPERSEDED SURVEY CONTROL DG8068 DG8068.No superseded survey control is available for this station. DG8068 DG8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN419569(NAD 83) DG8068_MARKER: F = FLANGE-ENCASED ROD DG8068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG8068_STAMPING: Z 584 2003 DG8068_MARK LOGO: NGS DG8068_PROJECTION: FLUSH DG8068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8068+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003 DG8068_ROD/PIPE-DEPTH: 18.0 meters DG8068 DG8068 HISTORY - Date Condition Report By DG8068 HISTORY - 20030722 MONUMENTED FLDEP DG8068 DG8068 STATION DESCRIPTION DG8068 DG8068'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8068'THE MARK IS ABOUT 1.2 MI SOUTH-SOUTHEAST OF BRONSON, IN SECTION 20, DG8068'TOWNSHIP 12 SOUTH, RANGE 17 EAST. DG8068' DG8068'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 27 DG8068'AND COUNTY ROAD 337 IN BRONSON, GO SOUTH-SOUTHEAST ON COUNTY ROAD 337 DG8068'FOR 0.95 MI TO THE JUNCTION OF NORTHEAST 67TH LANE ON THE RIGHT AND DG8068'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DG8068'DEPTH OF 59.2 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND ABOUT DG8068'2.0 FT ABOVE THE LEVEL OF COUNTY ROAD 337, THE DATUM POINT IS RECESSED DG8068'0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG8068' DG8068'LOCATED 66.0 FT SOUTH OF A WOODEN POWER POLE, 56.5 FT WEST-SOUTHWEST DG8068'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 337, 43.0 FT NORTH OF DG8068'THE APPROXIMATE CENTERLINE OF NORTHEAST 67TH LANE AND 0.7 FT EAST OF DG8068'A CARSONITE WITNESS POST. DG8068' DG8068'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. DG8068' DG8068'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG9856 *********************************************************************** DG9856 DESIGNATION - Z 585 DG9856 PID - DG9856 DG9856 STATE/COUNTY- FL/LEVY DG9856 USGS QUAD - BRONSON SE (1988) DG9856 DG9856 *CURRENT SURVEY CONTROL DG9856 ___________________________________________________________________ DG9856* NAD 83(1986)- 29 20 19. (N) 082 30 48. (W) SCALED DG9856* NAVD 88 - 26.512 (meters) 86.98 (feet) ADJUSTED DG9856 ___________________________________________________________________ DG9856 GEOID HEIGHT- -27.64 (meters) GEOID03 DG9856 DYNAMIC HT - 26.476 (meters) 86.86 (feet) COMP DG9856 MODELED GRAV- 979,262.7 (mgal) NAVD 88 DG9856 DG9856 VERT ORDER - SECOND CLASS I DG9856 DG9856.The horizontal coordinates were scaled from a topographic map and have DG9856.an estimated accuracy of +/- 6 seconds. DG9856 DG9856.The orthometric height was determined by differential leveling DG9856.and adjusted by the National Geodetic Survey in May 2005. DG9856.No vertical observational check was made to the station. DG9856 DG9856.Photographs are available for this station. DG9856 DG9856.The geoid height was determined by GEOID03. DG9856 DG9856.The dynamic height is computed by dividing the NAVD 88 DG9856.geopotential number by the normal gravity value computed on the DG9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9856.degrees latitude (g = 980.6199 gals.). DG9856 DG9856.The modeled gravity was interpolated from observed gravity values. DG9856 DG9856; North East Units Estimated Accuracy DG9856;SPC FL W - 554,670. 150,150. MT (+/- 180 meters Scaled) DG9856 DG9856 SUPERSEDED SURVEY CONTROL DG9856 DG9856.No superseded survey control is available for this station. DG9856 DG9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN530464(NAD 83) DG9856_MARKER: F = FLANGE-ENCASED ROD DG9856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DG9856_STAMPING: Z 585 2003 DG9856_MARK LOGO: NGS DG9856_PROJECTION: FLUSH DG9856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG9856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9856+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2003 DG9856_ROD/PIPE-DEPTH: 13.4 meters DG9856 DG9856 HISTORY - Date Condition Report By DG9856 HISTORY - 20030724 MONUMENTED FLDEP DG9856 DG9856 STATION DESCRIPTION DG9856 DG9856'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG9856'THE MARK IS ABOUT 5.0 MI SOUTHWEST OF WILLISTON, IN SECTION 21, DG9856'TOWNSHIP 13 SOUTH, RANGE 18 EAST. DG9856' DG9856'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH, DG9856'STATE ROAD 121 SOUTH AND ALTERNATE U.S. HIGHWAY 27 ON THE WEST SIDE DG9856'OF WILLISTON, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.8 MI TO THE DG9856'INTERSECTION OF COUNTY ROAD 316 ON THE LEFT AND STATE ROAD 121 ON THE DG9856'RIGHT, TURN RIGHT ON STATE ROAD 121 AND GO WEST FOR 5.0 MI TO THE DG9856'INTERSECTION OF NORTHEAST 5TH STREET AND THE MARK ON THE RIGHT, A DG9856'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.8 FT WITH AN DG9856'NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 121, THE DG9856'DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP. DG9856' DG9856'LOCATED 127.2 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST DG9856'5TH STREET, 46.1 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE DG9856'ROAD 121 AND 1.1 FT EAST OF A CARSONITE WITNESS POST. DG9856' DG9856'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK. DG9856' DG9856'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 DG8091 *********************************************************************** DG8091 DESIGNATION - Z 587 DG8091 PID - DG8091 DG8091 STATE/COUNTY- FL/LEVY DG8091 USGS QUAD - YANKEETOWN (1993) DG8091 DG8091 *CURRENT SURVEY CONTROL DG8091 ___________________________________________________________________ DG8091* NAD 83(1986)- 29 04 35. (N) 082 38 34. (W) SCALED DG8091* NAVD 88 - 12.248 (meters) 40.18 (feet) ADJUSTED DG8091 ___________________________________________________________________ DG8091 GEOID HEIGHT- -27.42 (meters) GEOID03 DG8091 DYNAMIC HT - 12.230 (meters) 40.12 (feet) COMP DG8091 MODELED GRAV- 979,243.8 (mgal) NAVD 88 DG8091 DG8091 VERT ORDER - FIRST CLASS II DG8091 DG8091.The horizontal coordinates were scaled from a topographic map and have DG8091.an estimated accuracy of +/- 6 seconds. DG8091 DG8091.The orthometric height was determined by differential leveling DG8091.and adjusted by the National Geodetic Survey in May 2005. DG8091.No vertical observational check was made to the station. DG8091 DG8091.The geoid height was determined by GEOID03. DG8091 DG8091.The dynamic height is computed by dividing the NAVD 88 DG8091.geopotential number by the normal gravity value computed on the DG8091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG8091.degrees latitude (g = 980.6199 gals.). DG8091 DG8091.The modeled gravity was interpolated from observed gravity values. DG8091 DG8091; North East Units Estimated Accuracy DG8091;SPC FL W - 525,670. 137,420. MT (+/- 180 meters Scaled) DG8091 DG8091 SUPERSEDED SURVEY CONTROL DG8091 DG8091.No superseded survey control is available for this station. DG8091 DG8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN401175(NAD 83) DG8091_MARKER: DD = SURVEY DISK DG8091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8091_STAMPING: Z 587 2003 DG8091_MARK LOGO: FLDEP DG8091_PROJECTION: FLUSH DG8091_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8091+STABILITY: SURFACE MOTION DG8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG8091+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 DG8091 DG8091 HISTORY - Date Condition Report By DG8091 HISTORY - 20031001 MONUMENTED FLDEP DG8091 DG8091 STATION DESCRIPTION DG8091 DG8091'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ) DG8091'THE MARK IS ABOUT 3.6 MI NORTH-NORTHEAST OF INGLIS, IN SECTION 24, DG8091'TOWNSHIP 16 SOUTH, RANGE 16 EAST. DG8091' DG8091'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND DG8091'COUNTY ROAD 40 IN INGLIS, GO NORTH ON U.S. HIGHWAY 19, 98 FOR 3.55 MI DG8091'TO THE JUNCTION OF A DIRT ROAD WITH A METAL GATE ON THE LEFT AND THE DG8091'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH DG8091'WITH THE GROUND AND ABOUT 1.5 FT BELOW THE LEVEL OF U.S. HIGHWAY 19, DG8091'98 SOUTHBOUND. DG8091' DG8091'LOCATED 60.2 FT NORTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY DG8091'19, 98 SOUTHBOUND, 17.2 FT SOUTHWEST OF A METAL GATE, 14.0 FT WEST OF DG8091'THE SOUTHWEST END OF A CONCRETE CULVERT AND 2.2 FT SOUTHEAST OF A DG8091'CARSONITE WITNESS POST. DG8091' DG8091'NOTE A BAR MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.