1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3580 *********************************************************************** BG3580 TIDAL BM - This is a Tidal Bench Mark. BG3580 DESIGNATION - 872 9376 A TIDAL BG3580 PID - BG3580 BG3580 STATE/COUNTY- FL/WALTON BG3580 USGS QUAD - FREEPORT (1976) BG3580 BG3580 *CURRENT SURVEY CONTROL BG3580 ___________________________________________________________________ BG3580* NAD 83(1986)- 30 23 55. (N) 086 13 42. (W) SCALED BG3580* NAVD 88 - 1.768 (meters) 5.80 (feet) ADJUSTED BG3580 ___________________________________________________________________ BG3580 GEOID HEIGHT- -27.29 (meters) GEOID99 BG3580 DYNAMIC HT - 1.765 (meters) 5.79 (feet) COMP BG3580 MODELED GRAV- 979,343.9 (mgal) NAVD 88 BG3580 BG3580 VERT ORDER - SECOND CLASS I BG3580 BG3580.The horizontal coordinates were scaled from a topographic map and have BG3580.an estimated accuracy of +/- 6 seconds. BG3580 BG3580.The orthometric height was determined by differential leveling BG3580.and adjusted by the National Geodetic Survey in March 2000. BG3580.No vertical observational check was made to the station. BG3580 BG3580.This Tidal Bench Mark is designated as VM 10101 BG3580.by the Center for Operational Oceanographic Products and Services. BG3580 BG3580.The geoid height was determined by GEOID99. BG3580 BG3580.The dynamic height is computed by dividing the NAVD 88 BG3580.geopotential number by the normal gravity value computed on the BG3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3580.degrees latitude (g = 980.6199 gals.). BG3580 BG3580.The modeled gravity was interpolated from observed gravity values. BG3580 BG3580; North East Units Estimated Accuracy BG3580;SPC FL N - 156,290. 433,920. MT (+/- 180 meters Scaled) BG3580 BG3580 SUPERSEDED SURVEY CONTROL BG3580 BG3580.No superseded survey control is available for this station. BG3580 BG3580_MARKER: DJ = TIDAL STATION DISK BG3580_SETTING: 35 = CONCRETE AND BRICK FOUNDATION BG3580_STAMPING: 9376 A 1977 BG3580_MARK LOGO: NOS BG3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3580+STABILITY: SURFACE MOTION BG3580 BG3580 HISTORY - Date Condition Report By BG3580 HISTORY - 1977 MONUMENTED NOS BG3580 HISTORY - 1984 GOOD FLDNR BG3580 HISTORY - 1989 GOOD USPSQD BG3580 HISTORY - 19940218 GOOD USPSQD BG3580 HISTORY - 20020605 GOOD USPSQD BG3580 BG3580 STATION DESCRIPTION BG3580 BG3580'DESCRIBED BY FL DEPT OF NAT RES 1984 BG3580'1.6 MI NORTH FROM SANTA ROSA BEACH. BG3580'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN BG3580'SANTA ROSA BEACH, GO 1.6 MILES NORTH ON C 393 TO A SMALL PARK AND THE BG3580'MARK. THE MARK IS SET ATOP AN OLD CHIMNEY FOUNDATION, 52.5 FEET BG3580'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WESTERNMOST PICNIC SHELTER, BG3580'AND 285 FEET WEST OF THE CENTERLINE OF C 393. BG3580'THE MARK IS 4 FT ABOVE GROUND. BG3580 BG3580 STATION RECOVERY (1989) BG3580 BG3580'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG3580'RECOVERED IN GOOD CONDITION. BG3580 BG3580 STATION RECOVERY (1994) BG3580 BG3580'RECOVERY NOTE BY US POWER SQUADRON 1994 BG3580'RECOVERED IN GOOD CONDITION. BG3580 BG3580 STATION RECOVERY (2002) BG3580 BG3580'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3580'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3581 *********************************************************************** BG3581 TIDAL BM - This is a Tidal Bench Mark. BG3581 DESIGNATION - 872 9376 B TIDAL BG3581 PID - BG3581 BG3581 STATE/COUNTY- FL/WALTON BG3581 USGS QUAD - FREEPORT (1976) BG3581 BG3581 *CURRENT SURVEY CONTROL BG3581 ___________________________________________________________________ BG3581* NAD 83(1986)- 30 23 58. (N) 086 13 42. (W) SCALED BG3581* NAVD 88 - 1.906 (meters) 6.25 (feet) ADJUSTED BG3581 ___________________________________________________________________ BG3581 GEOID HEIGHT- -27.29 (meters) GEOID99 BG3581 DYNAMIC HT - 1.903 (meters) 6.24 (feet) COMP BG3581 MODELED GRAV- 979,344.0 (mgal) NAVD 88 BG3581 BG3581 VERT ORDER - SECOND CLASS I BG3581 BG3581.The horizontal coordinates were scaled from a topographic map and have BG3581.an estimated accuracy of +/- 6 seconds. BG3581 BG3581.The orthometric height was determined by differential leveling BG3581.and adjusted by the National Geodetic Survey in March 2000. BG3581.No vertical observational check was made to the station. BG3581 BG3581.This Tidal Bench Mark is designated as VM 10102 BG3581.by the Center for Operational Oceanographic Products and Services. BG3581 BG3581.The geoid height was determined by GEOID99. BG3581 BG3581.The dynamic height is computed by dividing the NAVD 88 BG3581.geopotential number by the normal gravity value computed on the BG3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3581.degrees latitude (g = 980.6199 gals.). BG3581 BG3581.The modeled gravity was interpolated from observed gravity values. BG3581 BG3581; North East Units Estimated Accuracy BG3581;SPC FL N - 156,390. 433,930. MT (+/- 180 meters Scaled) BG3581 BG3581 SUPERSEDED SURVEY CONTROL BG3581 BG3581.No superseded survey control is available for this station. BG3581 BG3581_MARKER: DJ = TIDAL STATION DISK BG3581_SETTING: 32 = BRIDGE ABUTMENT BG3581_STAMPING: 9376 B 1977 BG3581_MARK LOGO: NOS BG3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3581+STABILITY: SURFACE MOTION BG3581 BG3581 HISTORY - Date Condition Report By BG3581 HISTORY - 1977 MONUMENTED NOS BG3581 HISTORY - 1984 GOOD FLDNR BG3581 HISTORY - 1989 GOOD USPSQD BG3581 HISTORY - 19940218 GOOD USPSQD BG3581 HISTORY - 20020605 GOOD USPSQD BG3581 BG3581 STATION DESCRIPTION BG3581 BG3581'DESCRIBED BY FL DEPT OF NAT RES 1984 BG3581'1.6 MI NORTH FROM SANTA ROSA BEACH. BG3581'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN BG3581'SANTA ROSA BEACH, GO 1.6 MILES NORTH ON C 393 TO THE BRIDGE OVER BG3581'HOGTOWN BAYOU AND THE MARK. THE MARK IS SET IN THE SOUTH ABUTMENT OF BG3581'THE BRIDGE, 14 FEET WEST OF THE CENTERLINE OF THE ROAD. BG3581 BG3581 STATION RECOVERY (1989) BG3581 BG3581'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG3581'RECOVERED IN GOOD CONDITION. BG3581 BG3581 STATION RECOVERY (1994) BG3581 BG3581'RECOVERY NOTE BY US POWER SQUADRON 1994 BG3581'RECOVERED IN GOOD CONDITION. BG3581 BG3581 STATION RECOVERY (2002) BG3581 BG3581'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3581'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3579 *********************************************************************** BG3579 TIDAL BM - This is a Tidal Bench Mark. BG3579 DESIGNATION - 872 9376 F TIDAL BG3579 PID - BG3579 BG3579 STATE/COUNTY- FL/WALTON BG3579 USGS QUAD - FREEPORT (1976) BG3579 BG3579 *CURRENT SURVEY CONTROL BG3579 ___________________________________________________________________ BG3579* NAD 83(1986)- 30 23 20. (N) 086 13 42. (W) SCALED BG3579* NAVD 88 - 2.115 (meters) 6.94 (feet) ADJUSTED BG3579 ___________________________________________________________________ BG3579 GEOID HEIGHT- -27.28 (meters) GEOID99 BG3579 DYNAMIC HT - 2.112 (meters) 6.93 (feet) COMP BG3579 MODELED GRAV- 979,343.3 (mgal) NAVD 88 BG3579 BG3579 VERT ORDER - SECOND CLASS I BG3579 BG3579.The horizontal coordinates were scaled from a topographic map and have BG3579.an estimated accuracy of +/- 6 seconds. BG3579 BG3579.The orthometric height was determined by differential leveling BG3579.and adjusted by the National Geodetic Survey in March 2000. BG3579.No vertical observational check was made to the station. BG3579 BG3579.This Tidal Bench Mark is designated as VM 10105 BG3579.by the Center for Operational Oceanographic Products and Services. BG3579 BG3579.The geoid height was determined by GEOID99. BG3579 BG3579.The dynamic height is computed by dividing the NAVD 88 BG3579.geopotential number by the normal gravity value computed on the BG3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3579.degrees latitude (g = 980.6199 gals.). BG3579 BG3579.The modeled gravity was interpolated from observed gravity values. BG3579 BG3579; North East Units Estimated Accuracy BG3579;SPC FL N - 155,220. 433,910. MT (+/- 180 meters Scaled) BG3579 BG3579 SUPERSEDED SURVEY CONTROL BG3579 BG3579.No superseded survey control is available for this station. BG3579 BG3579_MARKER: DJ = TIDAL STATION DISK BG3579_SETTING: 32 = CULVERT HEADWALL BG3579_STAMPING: 9376 F 1984 BG3579_MARK LOGO: NOS BG3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3579+STABILITY: SURFACE MOTION BG3579 BG3579 HISTORY - Date Condition Report By BG3579 HISTORY - 1984 MONUMENTED FLDNR BG3579 HISTORY - 1989 GOOD USPSQD BG3579 HISTORY - 19940218 MARK NOT FOUND USPSQD BG3579 HISTORY - 20020605 MARK NOT FOUND USPSQD BG3579 BG3579 STATION DESCRIPTION BG3579 BG3579'DESCRIBED BY FL DEPT OF NAT RES 1984 BG3579'1 MI NORTH FROM SANTA ROSA BEACH. BG3579'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN BG3579'SANTA ROSA BEACH, GO 1 MILE NORTH ON C 393 TO THE MARK. THE MARK IS BG3579'SET IN THE TOP OF A CULVERT HEADWALL, 22.3 FEET WEST OF THE CENTERLINE BG3579'OF C 393, 34.3 FEET SOUTH OF THE EXTENDED CENTERLINE OF CHAT HOLLY BG3579'ROAD, 13.7 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND 0.6 MILE BG3579'SOUTH OF HOGTOWN BAYOU. BG3579'THE MARK IS ABOVE LEVEL WITH ROAD. BG3579 BG3579 STATION RECOVERY (1989) BG3579 BG3579'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG3579'RECOVERED IN GOOD CONDITION. BG3579 BG3579 STATION RECOVERY (1994) BG3579 BG3579'RECOVERY NOTE BY US POWER SQUADRON 1994 BG3579'MARK NOT FOUND. BG3579 BG3579 STATION RECOVERY (2002) BG3579 BG3579'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3579'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3582 *********************************************************************** BG3582 TIDAL BM - This is a Tidal Bench Mark. BG3582 DESIGNATION - 872 9376 TIDAL 1 BG3582 PID - BG3582 BG3582 STATE/COUNTY- FL/WALTON BG3582 USGS QUAD - FREEPORT (1976) BG3582 BG3582 *CURRENT SURVEY CONTROL BG3582 ___________________________________________________________________ BG3582* NAD 83(1986)- 30 24 02. (N) 086 13 42. (W) SCALED BG3582* NAVD 88 - 0.742 (meters) 2.43 (feet) ADJUSTED BG3582 ___________________________________________________________________ BG3582 GEOID HEIGHT- -27.29 (meters) GEOID99 BG3582 DYNAMIC HT - 0.741 (meters) 2.43 (feet) COMP BG3582 MODELED GRAV- 979,344.1 (mgal) NAVD 88 BG3582 BG3582 VERT ORDER - SECOND CLASS I BG3582 BG3582.The horizontal coordinates were scaled from a topographic map and have BG3582.an estimated accuracy of +/- 6 seconds. BG3582 BG3582.The orthometric height was determined by differential leveling BG3582.and adjusted by the National Geodetic Survey in March 2000. BG3582.No vertical observational check was made to the station. BG3582 BG3582.This Tidal Bench Mark is designated as VM 10103 BG3582.by the Center for Operational Oceanographic Products and Services. BG3582 BG3582.The geoid height was determined by GEOID99. BG3582 BG3582.The dynamic height is computed by dividing the NAVD 88 BG3582.geopotential number by the normal gravity value computed on the BG3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3582.degrees latitude (g = 980.6199 gals.). BG3582 BG3582.The modeled gravity was interpolated from observed gravity values. BG3582 BG3582; North East Units Estimated Accuracy BG3582;SPC FL N - 156,510. 433,930. MT (+/- 180 meters Scaled) BG3582 BG3582 SUPERSEDED SURVEY CONTROL BG3582 BG3582.No superseded survey control is available for this station. BG3582 BG3582_MARKER: DJ = TIDAL STATION DISK BG3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG3582_STAMPING: 1 1939 BG3582_MARK LOGO: CGS BG3582_PROJECTION: PROJECTING 3 CENTIMETERS BG3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3582+STABILITY: SURFACE MOTION BG3582 BG3582 HISTORY - Date Condition Report By BG3582 HISTORY - 1939 MONUMENTED CGS BG3582 HISTORY - 1984 GOOD FLDNR BG3582 HISTORY - 1989 GOOD USPSQD BG3582 HISTORY - 19940218 POOR USPSQD BG3582 HISTORY - 20020605 GOOD USPSQD BG3582 BG3582 STATION DESCRIPTION BG3582 BG3582'DESCRIBED BY FL DEPT OF NAT RES 1984 BG3582'1.65 MI NORTH FROM SANTA ROSA BEACH. BG3582'BEGIN AT THE JUNCTION OF COUNTY ROAD C 393 WITH U.S. HIGHWAY 98 IN BG3582'SANTA ROSA BEACH, GO 1.65 MILES NORTH ON C 393 TO THE MARK. THE MARK BG3582'BEARS 41 FEET EAST OF THE CENTERLINE OF THE ROAD, 200 FEET NORTH OF BG3582'THE BRIDGE OVER HOGTOWN BAYOU, 3 FEET NORTH-NORTHWEST OF A 16-INCH BG3582'DIAMETER MAGNOLIA TREE, AND 90 FEET SOUTH OF THE SOUTHWEST CORNER OF A BG3582'WOOD FRAME HOUSE. BG3582'THE MARK IS 4 FT BELOW ROAD. BG3582 BG3582 STATION RECOVERY (1989) BG3582 BG3582'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG3582'RECOVERED IN GOOD CONDITION. BG3582 BG3582 STATION RECOVERY (1994) BG3582 BG3582'RECOVERY NOTE BY US POWER SQUADRON 1994 BG3582'MARK RECOVERED IN POOR CONDITION. BG3582 BG3582 STATION RECOVERY (2002) BG3582 BG3582'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3582'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG2200 *********************************************************************** BG2200 DESIGNATION - G 178 BG2200 PID - BG2200 BG2200 STATE/COUNTY- FL/WALTON BG2200 USGS QUAD - FREEPORT (1976) BG2200 BG2200 *CURRENT SURVEY CONTROL BG2200 ___________________________________________________________________ BG2200* NAD 83(1986)- 30 28 36. (N) 086 07 35. (W) SCALED BG2200* NAVD 88 - 6.579 (meters) 21.58 (feet) ADJUSTED BG2200 ___________________________________________________________________ BG2200 GEOID HEIGHT- -27.44 (meters) GEOID99 BG2200 DYNAMIC HT - 6.570 (meters) 21.56 (feet) COMP BG2200 MODELED GRAV- 979,343.9 (mgal) NAVD 88 BG2200 BG2200 VERT ORDER - FIRST CLASS I BG2200 BG2200.The horizontal coordinates were scaled from a topographic map and have BG2200.an estimated accuracy of +/- 6 seconds. BG2200 BG2200.The orthometric height was determined by differential leveling BG2200.and adjusted by the National Geodetic Survey in June 1991. BG2200 BG2200.The geoid height was determined by GEOID99. BG2200 BG2200.The dynamic height is computed by dividing the NAVD 88 BG2200.geopotential number by the normal gravity value computed on the BG2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG2200.degrees latitude (g = 980.6199 gals.). BG2200 BG2200.The modeled gravity was interpolated from observed gravity values. BG2200 BG2200; North East Units Estimated Accuracy BG2200;SPC FL N - 164,800. 443,840. MT (+/- 180 meters Scaled) BG2200 BG2200 SUPERSEDED SURVEY CONTROL BG2200 BG2200 NGVD 29 - 6.694 (m) 21.96 (f) ADJ UNCH 1 1 BG2200 BG2200.Superseded values are not recommended for survey control. BG2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2200.See file dsdata.txt to determine how the superseded data were derived. BG2200 BG2200_MARKER: DB = BENCH MARK DISK BG2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2200_STAMPING: G 178 1957 BG2200_MARK LOGO: CGS BG2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2200+STABILITY: SURFACE MOTION BG2200 BG2200 HISTORY - Date Condition Report By BG2200 HISTORY - 1957 MONUMENTED CGS BG2200 HISTORY - 1967 GOOD NGS BG2200 HISTORY - 1975 GOOD NGS BG2200 HISTORY - 1978 GOOD NGS BG2200 HISTORY - 1984 GOOD FLDNR BG2200 HISTORY - 1990 GOOD USPSQD BG2200 HISTORY - 19950318 GOOD USPSQD BG2200 HISTORY - 20020605 GOOD USPSQD BG2200 BG2200 STATION DESCRIPTION BG2200 BG2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 BG2200'2 MI SE FROM FREEPORT. BG2200'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST BG2200'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, IN SECTION 22, R 19 W, BG2200'T 1 S, ABOUT 0.95 MILE SOUTH ALONG U.S. HIGHWAY 331 FROM THE EAST BG2200'JUNCTION OF THE HIGHWAYS, ABOUT 0.55 MILE NORTH OF A 75-FOOT BG2200'CONCRETE BRIDGE OVER RAMSEY BRANCH, 62 FEET WEST OF THE CENTER BG2200'LINE OF THE HIGHWAY, 65 FEET SOUTHWEST OF A POWER LINE POLE, 48 BG2200'FEET SOUTHEAST OF THE SOUTHEAST BANK OF A DRAINAGE DITCH LEADING BG2200'SOUTHWEST AWAY FROM THE HIGHWAY, 1.1 FEET WEST OF A METAL BG2200'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP BG2200'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE BG2200'GROUND. BG2200 BG2200 STATION RECOVERY (1975) BG2200 BG2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG2200'RECOVERED IN GOOD CONDITION. BG2200 BG2200 STATION RECOVERY (1978) BG2200 BG2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 BG2200'1.05 MILES EAST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. BG2200'HIGHWAY 331 NORTH AT FREEPORT THENCE SOUTH ALONG U.S. HIGHWAY 331 FOR BG2200'0.95 MILE, IN SECTION 22, T 1 S, R 19 W, ABOUT 0.55 MILE NORTH OF THE BG2200'BRIDGE OVER RAMSEY BRANCH, 65.0 FEET SOUTHWEST OF A POWER LINE POLE, BG2200'62.0 FEET WEST-NORTHWEST OF U.S. HIGHWAY 331, 33.0 FEET BG2200'SOUTH-SOUTHWEST OF AN 18-INCH PINE TREE AND 2.0 FEET SOUTH OF A BG2200'WOODEN WITNESS POST. BG2200 BG2200 STATION RECOVERY (1984) BG2200 BG2200'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 BG2200'RECOVERED IN GOOD CONDITION. BG2200 BG2200 STATION RECOVERY (1990) BG2200 BG2200'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW) BG2200'RECOVERED IN GOOD CONDITION. BG2200 BG2200 STATION RECOVERY (1995) BG2200 BG2200'RECOVERY NOTE BY US POWER SQUADRON 1995 BG2200'RECOVERED IN GOOD CONDITION. BG2200 BG2200 STATION RECOVERY (2002) BG2200 BG2200'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG2200'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG2201 *********************************************************************** BG2201 TIDAL BM - This is a Tidal Bench Mark. BG2201 DESIGNATION - H 178 BG2201 PID - BG2201 BG2201 STATE/COUNTY- FL/WALTON BG2201 USGS QUAD - FREEPORT (1976) BG2201 BG2201 *CURRENT SURVEY CONTROL BG2201 ___________________________________________________________________ BG2201* NAD 83(1986)- 30 27 50. (N) 086 07 51. (W) SCALED BG2201* NAVD 88 - 3.500 (meters) 11.48 (feet) ADJUSTED BG2201 ___________________________________________________________________ BG2201 GEOID HEIGHT- -27.43 (meters) GEOID99 BG2201 DYNAMIC HT - 3.496 (meters) 11.47 (feet) COMP BG2201 MODELED GRAV- 979,343.6 (mgal) NAVD 88 BG2201 BG2201 VERT ORDER - FIRST CLASS I BG2201 BG2201.The horizontal coordinates were scaled from a topographic map and have BG2201.an estimated accuracy of +/- 6 seconds. BG2201 BG2201.The orthometric height was determined by differential leveling BG2201.and adjusted by the National Geodetic Survey in June 1991. BG2201 BG2201.This Tidal Bench Mark is designated as VM 10095 BG2201.by the Center for Operational Oceanographic Products and Services. BG2201 BG2201.The geoid height was determined by GEOID99. BG2201 BG2201.The dynamic height is computed by dividing the NAVD 88 BG2201.geopotential number by the normal gravity value computed on the BG2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG2201.degrees latitude (g = 980.6199 gals.). BG2201 BG2201.The modeled gravity was interpolated from observed gravity values. BG2201 BG2201; North East Units Estimated Accuracy BG2201;SPC FL N - 163,390. 443,400. MT (+/- 180 meters Scaled) BG2201 BG2201 SUPERSEDED SURVEY CONTROL BG2201 BG2201 NGVD 29 - 3.614 (m) 11.86 (f) ADJ UNCH 1 1 BG2201 BG2201.Superseded values are not recommended for survey control. BG2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2201.See file dsdata.txt to determine how the superseded data were derived. BG2201 BG2201_MARKER: DB = BENCH MARK DISK BG2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2201_STAMPING: H 178 1957 BG2201_MARK LOGO: CGS BG2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2201+STABILITY: SURFACE MOTION BG2201 BG2201 HISTORY - Date Condition Report By BG2201 HISTORY - 1957 MONUMENTED CGS BG2201 HISTORY - 1967 GOOD NGS BG2201 HISTORY - 1978 GOOD NGS BG2201 HISTORY - 1983 GOOD FLDNR BG2201 HISTORY - 1990 GOOD USPSQD BG2201 HISTORY - 19940305 GOOD USPSQD BG2201 HISTORY - 20020605 GOOD USPSQD BG2201 BG2201 STATION DESCRIPTION BG2201 BG2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 BG2201'3 MI SE FROM FREEPORT. BG2201'ABOUT 2.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST BG2201'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, IN SECTION 27, R 19 W, BG2201'T 1 S, ABOUT 0.4 MILE SOUTH OF A 75 FOOT CONCRETE BRIDGE OVER BG2201'RAMSEY BRANCH, AT THE OUTSIDE AND NEAR THE SOUTH END OF A CURVE, BG2201'58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A BG2201'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE BG2201'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE BG2201'GROUND. BG2201 BG2201 STATION RECOVERY (1978) BG2201 BG2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 BG2201'1.05 MILES EAST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. BG2201'HIGHWAY 331 NORTH AT FREEPORT, THENCE SOUTH ALONG U.S. HIGHWAY 331 BG2201'FOR ABOUT 1.95 MILES, IN SECTION 27, T 1 S, R 19 W, AT THE SOUTH END BG2201'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTH-NORTHEAST, ABOUT BG2201'0.45 MILE SOUTH OF BRIDGE OVER RAMSEY BRANCH, 0.05 MILE SOUTHWEST OF BG2201'THE FREEDOM CHURCH OF GOD, 0.05 MILE WEST OF A RED BRICK HOUSE, 181.0 BG2201'FEET NORTH OF A POWER LINE POLE AND 58.0 FEET WEST OF CENTER OF U.S. BG2201'HIGHWAY 331. BG2201 BG2201 STATION RECOVERY (1983) BG2201 BG2201'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 BG2201'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS SOUTHWEST AND ACROSS TH BG2201'HIGHWAY FROM THE FREEPORT CHURCH OF GOD AND 161 FEET NORTH OF THE BG2201'EXTENDED CENTERLINE OF A PRIVATE DRIVE TO A BRICK HOUSE. BG2201 BG2201 STATION RECOVERY (1990) BG2201 BG2201'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW) BG2201'RECOVERED IN GOOD CONDITION. BG2201 BG2201 STATION RECOVERY (1994) BG2201 BG2201'RECOVERY NOTE BY US POWER SQUADRON 1994 BG2201'RECOVERED IN GOOD CONDITION. BG2201 BG2201 STATION RECOVERY (2002) BG2201 BG2201'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG2201'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG2198 *********************************************************************** BG2198 DESIGNATION - H 33501 BG2198 PID - BG2198 BG2198 STATE/COUNTY- FL/WALTON BG2198 USGS QUAD - FREEPORT (1976) BG2198 BG2198 *CURRENT SURVEY CONTROL BG2198 ___________________________________________________________________ BG2198* NAD 83(1986)- 30 29 54. (N) 086 08 09. (W) SCALED BG2198* NAVD 88 - 9.661 (meters) 31.70 (feet) ADJUSTED BG2198 ___________________________________________________________________ BG2198 GEOID HEIGHT- -27.43 (meters) GEOID99 BG2198 DYNAMIC HT - 9.649 (meters) 31.66 (feet) COMP BG2198 MODELED GRAV- 979,345.3 (mgal) NAVD 88 BG2198 BG2198 VERT ORDER - FIRST CLASS II BG2198 BG2198.The horizontal coordinates were scaled from a topographic map and have BG2198.an estimated accuracy of +/- 6 seconds. BG2198 BG2198.The orthometric height was determined by differential leveling BG2198.and adjusted by the National Geodetic Survey in June 1991. BG2198 BG2198.The geoid height was determined by GEOID99. BG2198 BG2198.The dynamic height is computed by dividing the NAVD 88 BG2198.geopotential number by the normal gravity value computed on the BG2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG2198.degrees latitude (g = 980.6199 gals.). BG2198 BG2198.The modeled gravity was interpolated from observed gravity values. BG2198 BG2198; North East Units Estimated Accuracy BG2198;SPC FL N - 167,220. 442,970. MT (+/- 180 meters Scaled) BG2198 BG2198 SUPERSEDED SURVEY CONTROL BG2198 BG2198 NGVD 29 - 9.79 (m) 32.1 (f) COMPUTED 1 2 BG2198 BG2198.Superseded values are not recommended for survey control. BG2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2198.See file dsdata.txt to determine how the superseded data were derived. BG2198 BG2198_MARKER: DD = SURVEY DISK BG2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2198_STAMPING: H 33501 BG2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2198+STABILITY: SURFACE MOTION BG2198 BG2198 HISTORY - Date Condition Report By BG2198 HISTORY - UNK MONUMENTED RBNF BG2198 HISTORY - 1957 GOOD NGS BG2198 HISTORY - 1967 MARK NOT FOUND NGS BG2198 HISTORY - 1990 GOOD USPSQD BG2198 HISTORY - 19970904 GOOD USPSQD BG2198 HISTORY - 20020605 GOOD USPSQD BG2198 BG2198 STATION DESCRIPTION BG2198 BG2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 BG2198'AT FREEPORT. BG2198'AT FREEPORT, IN SECTION 15, T 1 S, R 19 W, ABOUT 0.1 MILE WEST BG2198'ALONG STATE HIGHWAY 20 FROM THE POST OFFICE, IN TRIANGLE FORMED BG2198'BY JUNCTION OF HIGHWAY 20 AND U.S. HIGHWAY 331 LEADING NORTH, BG2198'42 FEET WEST OF CENTER LINE OF HIGHWAY 331, 40 1/2 FEET BG2198'NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY 331, 40 1/2 FEET BG2198'NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY 20, 35 1/2 FEET BG2198'SOUTHEAST OF CENTER LINE OF ROAD ALONG NORTHWEST SIDE OF BG2198'TRIANGLE, 6 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH BG2198'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH BG2198'GROUND. BG2198 BG2198 STATION RECOVERY (1967) BG2198 BG2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 BG2198'MARK NOT FOUND. BG2198 BG2198 STATION RECOVERY (1990) BG2198 BG2198'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW) BG2198'RECOVERED IN GOOD CONDITION. BG2198 BG2198 STATION RECOVERY (1997) BG2198 BG2198'RECOVERY NOTE BY US POWER SQUADRON 1997 BG2198'RECOVERED IN GOOD CONDITION. BG2198 BG2198 STATION RECOVERY (2002) BG2198 BG2198'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG2198'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG2202 *********************************************************************** BG2202 DESIGNATION - J 178 BG2202 PID - BG2202 BG2202 STATE/COUNTY- FL/WALTON BG2202 USGS QUAD - FREEPORT (1976) BG2202 BG2202 *CURRENT SURVEY CONTROL BG2202 ___________________________________________________________________ BG2202* NAD 83(1986)- 30 26 54. (N) 086 07 56. (W) SCALED BG2202* NAVD 88 - 3.146 (meters) 10.32 (feet) ADJUSTED BG2202 ___________________________________________________________________ BG2202 GEOID HEIGHT- -27.42 (meters) GEOID99 BG2202 DYNAMIC HT - 3.142 (meters) 10.31 (feet) COMP BG2202 MODELED GRAV- 979,342.9 (mgal) NAVD 88 BG2202 BG2202 VERT ORDER - FIRST CLASS I BG2202 BG2202.The horizontal coordinates were scaled from a topographic map and have BG2202.an estimated accuracy of +/- 6 seconds. BG2202 BG2202.The orthometric height was determined by differential leveling BG2202.and adjusted by the National Geodetic Survey in June 1991. BG2202 BG2202.The geoid height was determined by GEOID99. BG2202 BG2202.The dynamic height is computed by dividing the NAVD 88 BG2202.geopotential number by the normal gravity value computed on the BG2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG2202.degrees latitude (g = 980.6199 gals.). BG2202 BG2202.The modeled gravity was interpolated from observed gravity values. BG2202 BG2202; North East Units Estimated Accuracy BG2202;SPC FL N - 161,670. 443,240. MT (+/- 180 meters Scaled) BG2202 BG2202 SUPERSEDED SURVEY CONTROL BG2202 BG2202 NGVD 29 - 3.259 (m) 10.69 (f) ADJ UNCH 1 1 BG2202 BG2202.Superseded values are not recommended for survey control. BG2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2202.See file dsdata.txt to determine how the superseded data were derived. BG2202 BG2202_MARKER: DB = BENCH MARK DISK BG2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BG2202_STAMPING: J 178 1957 BG2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG2202+STABILITY: SURFACE MOTION BG2202 BG2202 HISTORY - Date Condition Report By BG2202 HISTORY - 1957 MONUMENTED CGS BG2202 HISTORY - 1967 GOOD NGS BG2202 HISTORY - 1978 GOOD NGS BG2202 HISTORY - 1990 GOOD USPSQD BG2202 HISTORY - 19940305 GOOD USPSQD BG2202 HISTORY - 20020605 GOOD USPSQD BG2202 BG2202 STATION DESCRIPTION BG2202 BG2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 BG2202'4 MI SE FROM FREEPORT. BG2202'ABOUT 3.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 331 FROM THE WEST BG2202'JUNCTION OF STATE HIGHWAY 20 AT FREEPORT, IN SECTION 34, R 19 W, BG2202'T 1 S, AT THE OUTSIDE OF A LONG CURVE, 60 FEET SOUTHEAST OF THE BG2202'CENTER LINE OF THE HIGHWAY, 148 FEET EAST OF THE CENTER OF THE BG2202'JUNCTION OF THE HIGHWAY AND BAILEY DRIVE LEADING NORTH FROM THE BG2202'HIGHWAY, 17 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO A BG2202'SMALL ONE-STORY CONCRETE BLOCK HOUSE, 1.1 FEET SOUTHEAST OF A BG2202'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET BG2202'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE LEVEL BG2202'OF THE GROUND. BG2202 BG2202 STATION RECOVERY (1978) BG2202 BG2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 BG2202'1.05 MILES EAST ALONG STATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. BG2202'HIGHWAY 331 NORTH AT FREEPORT, THENCE SOUTH ALONG U.S. HIGHWAY 331 BG2202'FOR ABOUT 3.0 MILES, IN SECTION 34, T 1 S, R 19 W, 60.0 FEET BG2202'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 331, 11.0 FEET SOUTH OF BG2202'SOUTH END OF AN 18-INCH METAL PIPE CULVERT UNDER A DRIVE EAST, 50.0 BG2202'FEET SOUTH OF A POWER LINE POLE AND 3.5 FEET NORTHEAST OF A TELEPHONE BG2202'WARNING POST. BG2202 BG2202 STATION RECOVERY (1990) BG2202 BG2202'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW) BG2202'RECOVERED IN GOOD CONDITION. BG2202 BG2202 STATION RECOVERY (1994) BG2202 BG2202'RECOVERY NOTE BY US POWER SQUADRON 1994 BG2202'RECOVERED IN GOOD CONDITION. BG2202 BG2202 STATION RECOVERY (2002) BG2202 BG2202'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG2202'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG2235 *********************************************************************** BG2235 DESIGNATION - W 177 BG2235 PID - BG2235 BG2235 STATE/COUNTY- FL/WALTON BG2235 USGS QUAD - MIRAMAR BEACH (1976) BG2235 BG2235 *CURRENT SURVEY CONTROL BG2235 ___________________________________________________________________ BG2235* NAD 83(1986)- 30 22 29. (N) 086 15 44. (W) SCALED BG2235* NAVD 88 - 4.343 (meters) 14.25 (feet) ADJUSTED BG2235 ___________________________________________________________________ BG2235 GEOID HEIGHT- -27.23 (meters) GEOID99 BG2235 DYNAMIC HT - 4.337 (meters) 14.23 (feet) COMP BG2235 MODELED GRAV- 979,343.5 (mgal) NAVD 88 BG2235 BG2235 VERT ORDER - FIRST CLASS II BG2235 BG2235.The horizontal coordinates were scaled from a topographic map and have BG2235.an estimated accuracy of +/- 6 seconds. BG2235 BG2235.The orthometric height was determined by differential leveling BG2235.and adjusted by the National Geodetic Survey in June 1991. BG2235 BG2235.The geoid height was determined by GEOID99. BG2235 BG2235.The dynamic height is computed by dividing the NAVD 88 BG2235.geopotential number by the normal gravity value computed on the BG2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG2235.degrees latitude (g = 980.6199 gals.). BG2235 BG2235.The modeled gravity was interpolated from observed gravity values. BG2235 BG2235; North East Units Estimated Accuracy BG2235;SPC FL N - 153,690. 430,630. MT (+/- 180 meters Scaled) BG2235 BG2235 SUPERSEDED SURVEY CONTROL BG2235 BG2235 NGVD 29 - 4.460 (m) 14.63 (f) ADJ UNCH 1 2 BG2235 BG2235.Superseded values are not recommended for survey control. BG2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG2235.See file dsdata.txt to determine how the superseded data were derived. BG2235 BG2235_MARKER: DB = BENCH MARK DISK BG2235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) BG2235_STAMPING: W 177 1957 BG2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG2235 BG2235 HISTORY - Date Condition Report By BG2235 HISTORY - 1957 MONUMENTED CGS BG2235 HISTORY - 1975 GOOD NGS BG2235 HISTORY - 1989 GOOD USPSQD BG2235 HISTORY - 19931214 GOOD USPSQD BG2235 HISTORY - 20021008 GOOD BAH BG2235 BG2235 STATION DESCRIPTION BG2235 BG2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 BG2235'14.6 MI E FROM DESTIN. BG2235'14.6 MILES EAST ALONG U.S. HIGHWAY 98 FROM THE EPISCOPAL CHURCH BG2235'AT DESTIN, ABOUT 2.0 MILES WEST OF CROSSROAD AND POST OFFICE BG2235'AT SANTA ROSA, IN SECTION 28, T 2 S, R 20 W, AT JUNCTION OF A BG2235'SAND ROAD LEADING NORTH, 51 3/4 FEET NORTH OF CENTER LINE OF BG2235'HIGHWAY, 103 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF DONALD BG2235'C. BISHOP RESIDENCE, 78 FEET EAST-NORTHEAST AND ACROSS ROAD BG2235'NORTH FROM EAST END OF NORTH HEAD WALL OF A 3-FOOT CONCRETE BG2235'BOX CULVERT UNDER HIGHWAY, 39 FEET EAST OF CENTER LINE OF ROAD BG2235'NORTH, 34 FEET NORTHEAST OF EAST END OF A 24-INCH CONCRETE PIPE BG2235'CULVERT UNDER ROAD NORTH, 1.8 FEET NORTH OF AN IRON STAKE BG2235'PROJECTING 2 INCHES WHICH MARKS THE SOUTHWEST CORNER OF PROPERTY BG2235'OF DONALD C. BISHOP, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY, AND BG2235'IS A DISK ON COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND BG2235'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 1 INCH. THE ROD BG2235'WAS DRIVEN TO A DEPTH OF 40 FEET IN GROUND. NOTE-- 2.0 FEET BG2235'WNW OF COUNTY RIGHT OF WAY MARKER. BG2235 BG2235 STATION RECOVERY (1975) BG2235 BG2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 BG2235'RECOVERED IN GOOD CONDITION. BG2235 BG2235 STATION RECOVERY (1989) BG2235 BG2235'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG2235'RECOVERED IN GOOD CONDITION. BG2235 BG2235 STATION RECOVERY (1993) BG2235 BG2235'RECOVERY NOTE BY US POWER SQUADRON 1993 BG2235'RECOVERED IN GOOD CONDITION. BG2235 BG2235 STATION RECOVERY (2002) BG2235 BG2235'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) BG2235'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3578 *********************************************************************** BG3578 DESIGNATION - WAL 1 FLDNR BG3578 PID - BG3578 BG3578 STATE/COUNTY- FL/WALTON BG3578 USGS QUAD - GRAYTON BEACH (1976) BG3578 BG3578 *CURRENT SURVEY CONTROL BG3578 ___________________________________________________________________ BG3578* NAD 83(1986)- 30 22 27. (N) 086 13 43. (W) SCALED BG3578* NAVD 88 - 4.287 (meters) 14.06 (feet) ADJUSTED BG3578 ___________________________________________________________________ BG3578 GEOID HEIGHT- -27.27 (meters) GEOID99 BG3578 DYNAMIC HT - 4.281 (meters) 14.05 (feet) COMP BG3578 MODELED GRAV- 979,342.4 (mgal) NAVD 88 BG3578 BG3578 VERT ORDER - SECOND CLASS I BG3578 BG3578.The horizontal coordinates were scaled from a topographic map and have BG3578.an estimated accuracy of +/- 6 seconds. BG3578 BG3578.The orthometric height was determined by differential leveling BG3578.and adjusted by the National Geodetic Survey in March 2000. BG3578.No vertical observational check was made to the station. BG3578 BG3578.The geoid height was determined by GEOID99. BG3578 BG3578.The dynamic height is computed by dividing the NAVD 88 BG3578.geopotential number by the normal gravity value computed on the BG3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3578.degrees latitude (g = 980.6199 gals.). BG3578 BG3578.The modeled gravity was interpolated from observed gravity values. BG3578 BG3578; North East Units Estimated Accuracy BG3578;SPC FL N - 153,580. 433,860. MT (+/- 180 meters Scaled) BG3578 BG3578 SUPERSEDED SURVEY CONTROL BG3578 BG3578.No superseded survey control is available for this station. BG3578 BG3578_MARKER: DB = BENCH MARK DISK BG3578_SETTING: 32 = CULVERT HEADWALL BG3578_STAMPING: WAL 1 1984 BSM BG3578_MARK LOGO: FLDNR BG3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BG3578+STABILITY: SURFACE MOTION BG3578 BG3578 HISTORY - Date Condition Report By BG3578 HISTORY - 1984 MONUMENTED FLDNR BG3578 HISTORY - 1989 GOOD USPSQD BG3578 HISTORY - 19931214 GOOD USPSQD BG3578 HISTORY - 20020605 GOOD USPSQD BG3578 BG3578 STATION DESCRIPTION BG3578 BG3578'DESCRIBED BY FL DEPT OF NAT RES 1984 BG3578'IN SANTA ROSA BEACH. BG3578'IN SANTA ROSA BEACH, AT THE INTERSECTION OF U.S. HIGHWAY 98 AND BG3578'COUNTY ROAD C 393. THE MARK IS SET IN THE TOP OF A CULVERT HEADWALL, BG3578'39.2 FEET NORTH OF THE CENTERLINE OF U.S. 98, 69 FEET EAST OF THE BG3578'CENTERLINE OF C 393, AND 4.9 FEET WEST OF THE EAST END OF THE BG3578'HEADWALL. BG3578'THE MARK IS 2 FT BELOW HIGHWAY. BG3578 BG3578 STATION RECOVERY (1989) BG3578 BG3578'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW) BG3578'RECOVERED IN GOOD CONDITION. BG3578 BG3578 STATION RECOVERY (1993) BG3578 BG3578'RECOVERY NOTE BY US POWER SQUADRON 1993 BG3578'RECOVERED IN GOOD CONDITION. BG3578 BG3578 STATION RECOVERY (2002) BG3578 BG3578'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3578'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AJ7393 *********************************************************************** AJ7393 DESIGNATION - WALTON 37 AJ7393 PID - AJ7393 AJ7393 STATE/COUNTY- FL/WALTON AJ7393 USGS QUAD - CHOCTAW BEACH (1994) AJ7393 AJ7393 *CURRENT SURVEY CONTROL AJ7393 ___________________________________________________________________ AJ7393* NAD 83(1999)- 30 28 54.37052(N) 086 17 31.29894(W) ADJUSTED AJ7393* NAVD 88 - 5.0 (meters) 16. (feet) GPS OBS AJ7393 ___________________________________________________________________ AJ7393 X - 355,778.034 (meters) COMP AJ7393 Y - -5,489,823.219 (meters) COMP AJ7393 Z - 3,216,501.645 (meters) COMP AJ7393 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AJ7393 ELLIP HEIGHT- -22.38 (meters) GPS OBS AJ7393 GEOID HEIGHT- -27.28 (meters) GEOID99 AJ7393 AJ7393 HORZ ORDER - FIRST AJ7393 ELLP ORDER - THIRD CLASS I AJ7393 AJ7393.The horizontal coordinates were established by GPS observations AJ7393.and adjusted by the DC JOHNSON ASSOC in January 2002. AJ7393 AJ7393.The orthometric height was determined by GPS observations and a AJ7393.high-resolution geoid model. AJ7393 AJ7393.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7393 AJ7393.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7393 AJ7393.The ellipsoidal height was determined by GPS observations AJ7393.and is referenced to NAD 83. AJ7393 AJ7393.The geoid height was determined by GEOID99. AJ7393 AJ7393; North East Units Scale Converg. AJ7393;SPC FL N - 165,604.082 427,948.585 MT 0.99996344 -0 54 01.9 AJ7393;UTM 16 - 3,372,384.252 567,950.928 MT 0.99965696 +0 21 32.9 AJ7393 AJ7393 SUPERSEDED SURVEY CONTROL AJ7393 AJ7393.No superseded survey control is available for this station. AJ7393 AJ7393_MARKER: DD = SURVEY DISK AJ7393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7393_STAMPING: WALTON 37 2001 AJ7393_MARK LOGO: FLDEP AJ7393_PROJECTION: RECESSED 8 CENTIMETERS AJ7393_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7393+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002 AJ7393 AJ7393 HISTORY - Date Condition Report By AJ7393 HISTORY - 20010110 MONUMENTED DCJOHN AJ7393 HISTORY - 20021007 GOOD BAH AJ7393 AJ7393 STATION DESCRIPTION AJ7393 AJ7393'DESCRIBED BY DC JOHNSON ASSOC 2001 (ARG) AJ7393'THE STATION IS LOCATED 9.0 MILES WEST OF FREEPORT, 12.2 MILES EAST AJ7393'OF NICEVILLE AND 14.1 MILES NORTHEAST OF DESTIN. AJ7393'FROM THE INTERSECTION OF U.S.HIGHWAY 331 AND STATE ROAD 20, GO AJ7393'WEST ON STATE ROAD 20 FOR 9.2 MILES AND THE STATION ON THE RIGHT, A AJ7393'BRASS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DISC SET AJ7393'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 AJ7393'FT BELOW THE GROUND. THE STATION IS 45.8 FEET NORTH OF THE AJ7393'CENTERLINE OF STATE ROAD 20, 95.7 FEET EAST OF THE ENTRANCE TO AJ7393'ALAQUA VINEYARDS AND 23.5 FEET SOUTH OF A CARSONITE WITNESS POST. AJ7393'NAIL AND DISC (LB 4514), SET IN A POWER POLE, NORTH 56 DEGREES EAST AJ7393'AT 82.67 FT AJ7393'NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF STATE ROAD 20, AJ7393'SOUTH 12 DEGREES EAST AT 29.68 FT AJ7393'NAIL AND DISC (LB 4514), SET IN A 6-INCH SIGN POST, SOUTH 83 DEGREES AJ7393'WEST AT 67.99 FT AJ7393 AJ7393 STATION RECOVERY (2002) AJ7393 AJ7393'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AJ7393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AJ7403 *********************************************************************** AJ7403 DESIGNATION - WALTON 46 AJ7403 PID - AJ7403 AJ7403 STATE/COUNTY- FL/WALTON AJ7403 USGS QUAD - CHOCTAW BEACH (1994) AJ7403 AJ7403 *CURRENT SURVEY CONTROL AJ7403 ___________________________________________________________________ AJ7403* NAD 83(1999)- 30 22 32.03853(N) 086 17 59.17857(W) ADJUSTED AJ7403* NAVD 88 - 5.2 (meters) 17. (feet) GPS OBS AJ7403 ___________________________________________________________________ AJ7403 X - 355,420.839 (meters) COMP AJ7403 Y - -5,495,821.923 (meters) COMP AJ7403 Z - 3,206,349.810 (meters) COMP AJ7403 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AJ7403 ELLIP HEIGHT- -22.19 (meters) GPS OBS AJ7403 GEOID HEIGHT- -27.20 (meters) GEOID99 AJ7403 AJ7403 HORZ ORDER - FIRST AJ7403 ELLP ORDER - THIRD CLASS I AJ7403 AJ7403.The horizontal coordinates were established by GPS observations AJ7403.and adjusted by the DC JOHNSON ASSOC in January 2002. AJ7403 AJ7403.The orthometric height was determined by GPS observations and a AJ7403.high-resolution geoid model. AJ7403 AJ7403.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7403 AJ7403.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7403 AJ7403.The ellipsoidal height was determined by GPS observations AJ7403.and is referenced to NAD 83. AJ7403 AJ7403.The geoid height was determined by GEOID99. AJ7403 AJ7403; North East Units Scale Converg. AJ7403;SPC FL N - 153,844.075 427,019.282 MT 0.99995501 -0 54 16.0 AJ7403;UTM 16 - 3,360,610.227 567,280.463 MT 0.99965584 +0 21 14.7 AJ7403 AJ7403: Primary Azimuth Mark Grid Az AJ7403:SPC FL N - WALTON 47 092 23 20.0 AJ7403:UTM 16 - WALTON 47 091 07 49.3 AJ7403 AJ7403|---------------------------------------------------------------------| AJ7403| PID Reference Object Distance Geod. Az | AJ7403| dddmmss.s | AJ7403| AJ7404 WALTON 47 APPROX. 1.1 KM 0912904.0 | AJ7403|---------------------------------------------------------------------| AJ7403 AJ7403 SUPERSEDED SURVEY CONTROL AJ7403 AJ7403.No superseded survey control is available for this station. AJ7403 AJ7403_MARKER: DD = SURVEY DISK AJ7403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7403_STAMPING: WALTON 46 2001 AJ7403_MARK LOGO: FLDEP AJ7403_PROJECTION: RECESSED 8 CENTIMETERS AJ7403_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7403+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2001 AJ7403 AJ7403 HISTORY - Date Condition Report By AJ7403 HISTORY - 20010110 MONUMENTED DCJOHN AJ7403 HISTORY - 20021007 MARK NOT FOUND BAH AJ7403 AJ7403 STATION DESCRIPTION AJ7403 AJ7403'DESCRIBED BY DC JOHNSON ASSOC 2001 (ARG) AJ7403'THE STATION IS LOCATED 4.0 MILES WEST OF SANTA ROSA BEACH, 12.3 AJ7403'MILES EAST OF DESTIN AND 15.3 MILES SOUTHEAST OF NICEVILLE. AJ7403'FROM THE INTERSECTION OF U.S.HIGHWAY 98 AND STATE ROAD 30A. GO AJ7403'WEST ON U.S.HIGHWAY 98 FOR 1.2 MILES TO THE STATION ON THE LEFT, A AJ7403'BRASS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DISC SET AJ7403'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 AJ7403'FT BELOW THE GROUND. THE STATION IS 35 FEET SOUTH OF THE AJ7403'CENTERLINE OF U.S.HIGHWAY 98, 89 FEET WEST OF THE CENTERLINE OF AJ7403'TOPSAIL ROAD AND 13 FEET NORTH OF A CARSONITE WITNESS POST. AJ7403'NAIL AND DISC (LB 4514), SET IN A POWER POLE, SOUTH 66 DEGREES EAST AJ7403'AT 76.42 FT AJ7403'NAIL AND DISC (LB 4514), SET IN A 15-INCH PINE, SOUTH 22 DEGREES WEST AJ7403'AT 77.26 FT AJ7403'NAIL AND DISC (LB 4514), SET IN A 15-INCH PINE, SOUTH 79 DEGREES WEST AJ7403'AT 59.05 FT AJ7403 AJ7403 STATION RECOVERY (2002) AJ7403 AJ7403'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AJ7403'MARK NOT FOUND DUE TO RECENT ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AJ7404 *********************************************************************** AJ7404 DESIGNATION - WALTON 47 AJ7404 PID - AJ7404 AJ7404 STATE/COUNTY- FL/WALTON AJ7404 USGS QUAD - CHOCTAW BEACH (1994) AJ7404 AJ7404 *CURRENT SURVEY CONTROL AJ7404 ___________________________________________________________________ AJ7404* NAD 83(1999)- 30 22 31.10735(N) 086 17 17.81710(W) ADJUSTED AJ7404* NAVD 88 - 4.3 (meters) 14. (feet) GPS OBS AJ7404 ___________________________________________________________________ AJ7404 X - 356,523.778 (meters) COMP AJ7404 Y - -5,495,764.261 (meters) COMP AJ7404 Z - 3,206,324.632 (meters) COMP AJ7404 LAPLACE CORR- -1.16 (seconds) DEFLEC99 AJ7404 ELLIP HEIGHT- -23.06 (meters) GPS OBS AJ7404 GEOID HEIGHT- -27.21 (meters) GEOID99 AJ7404 AJ7404 HORZ ORDER - FIRST AJ7404 ELLP ORDER - THIRD CLASS I AJ7404 AJ7404.The horizontal coordinates were established by GPS observations AJ7404.and adjusted by the DC JOHNSON ASSOC in January 2002. AJ7404 AJ7404.The orthometric height was determined by GPS observations and a AJ7404.high-resolution geoid model. AJ7404 AJ7404.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7404 AJ7404.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7404 AJ7404.The ellipsoidal height was determined by GPS observations AJ7404.and is referenced to NAD 83. AJ7404 AJ7404.The geoid height was determined by GEOID99. AJ7404 AJ7404; North East Units Scale Converg. AJ7404;SPC FL N - 153,798.029 428,123.007 MT 0.99995500 -0 53 55.2 AJ7404;UTM 16 - 3,360,588.441 568,384.604 MT 0.99965769 +0 21 35.6 AJ7404 AJ7404: Primary Azimuth Mark Grid Az AJ7404:SPC FL N - WALTON 46 272 23 20.1 AJ7404:UTM 16 - WALTON 46 271 07 49.3 AJ7404 AJ7404|---------------------------------------------------------------------| AJ7404| PID Reference Object Distance Geod. Az | AJ7404| dddmmss.s | AJ7404| AJ7403 WALTON 46 APPROX. 1.1 KM 2712924.9 | AJ7404|---------------------------------------------------------------------| AJ7404 AJ7404 SUPERSEDED SURVEY CONTROL AJ7404 AJ7404.No superseded survey control is available for this station. AJ7404 AJ7404_MARKER: DD = SURVEY DISK AJ7404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7404_STAMPING: WALTON 47 2001 AJ7404_MARK LOGO: FLDEP AJ7404_PROJECTION: RECESSED 8 CENTIMETERS AJ7404_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ7404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7404+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2001 AJ7404 AJ7404 HISTORY - Date Condition Report By AJ7404 HISTORY - 20010110 MONUMENTED DCJOHN AJ7404 HISTORY - 20021007 MARK NOT FOUND BAH AJ7404 AJ7404 STATION DESCRIPTION AJ7404 AJ7404'DESCRIBED BY DC JOHNSON ASSOC 2001 (ARG) AJ7404'THE STATION IS LOCATED 3.6 MILES WEST OF SANTA ROSA BEACH, 12.7 AJ7404'MILES EAST OF DESTIN AND 15.6 MILES SOUTHEAST OF NICEVILLE. AJ7404'FROM THE INTERSECTION OF U.S.HIGHWAY 98 AND STATE ROAD 30A, GO AJ7404'WEST ON U.S.HIGHWAY 98 FOR 0.6 MILES TO THE STATION ON THE LEFT, A AJ7404'BRASS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DISC SET AJ7404'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.2 AJ7404'FT BELOW THE GROUND. THE STATION IS 31 FEET SOUTH OF THE AJ7404'CENTERLINE OF U.S.HIGHWAY 98, 73 FEET WEST OF THE CENTERLINE OF AJ7404'WEST HEWLETT ROAD AND 21 FEET NORTH OF A CARSONITE WITNESS AJ7404'POST. AJ7404'NAIL AND DISC (LB 4514), SET IN A POWER POLE, SOUTH 79 DEGREES EAST AJ7404'AT 98.03 FT AJ7404'NAIL AND DISC (LB 4514), SET IN A 8-INCH PINE, SOUTH 41 DEGREES EAST AJ7404'AT AJ7404'78.71 FT AJ7404'NAIL AND DISC (LB 4514), SET IN A 5-INCH PINE, SOUTH 23 DEGREES WEST AJ7404'AT AJ7404'78.10 FT AJ7404 AJ7404 STATION RECOVERY (2002) AJ7404 AJ7404'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AJ7404'MARK NOT FOUND DUE TO RECENT ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AJ7406 *********************************************************************** AJ7406 DESIGNATION - WALTON 49 AJ7406 PID - AJ7406 AJ7406 STATE/COUNTY- FL/WALTON AJ7406 USGS QUAD - GRAYTON BEACH (1976) AJ7406 AJ7406 *CURRENT SURVEY CONTROL AJ7406 ___________________________________________________________________ AJ7406* NAD 83(1999)- 30 21 39.48470(N) 086 11 45.85233(W) ADJUSTED AJ7406* NAVD 88 - 7.7 (meters) 25. (feet) GPS OBS AJ7406 ___________________________________________________________________ AJ7406 X - 365,421.757 (meters) COMP AJ7406 Y - -5,495,988.040 (meters) COMP AJ7406 Z - 3,204,954.719 (meters) COMP AJ7406 LAPLACE CORR- -1.41 (seconds) DEFLEC99 AJ7406 ELLIP HEIGHT- -19.81 (meters) GPS OBS AJ7406 GEOID HEIGHT- -27.29 (meters) GEOID99 AJ7406 AJ7406 HORZ ORDER - FIRST AJ7406 ELLP ORDER - THIRD CLASS I AJ7406 AJ7406.The horizontal coordinates were established by GPS observations AJ7406.and adjusted by the DC JOHNSON ASSOC in January 2002. AJ7406 AJ7406.The orthometric height was determined by GPS observations and a AJ7406.high-resolution geoid model. AJ7406 AJ7406.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ7406 AJ7406.The Laplace correction was computed from DEFLEC99 derived deflections. AJ7406 AJ7406.The ellipsoidal height was determined by GPS observations AJ7406.and is referenced to NAD 83. AJ7406 AJ7406.The geoid height was determined by GEOID99. AJ7406 AJ7406; North East Units Scale Converg. AJ7406;SPC FL N - 152,073.180 436,961.493 MT 0.99995412 -0 51 08.3 AJ7406;UTM 16 - 3,359,058.592 577,256.280 MT 0.99967363 +0 24 22.9 AJ7406 AJ7406: Primary Azimuth Mark Grid Az AJ7406:SPC FL N - WALTON 48 002 43 57.8 AJ7406:UTM 16 - WALTON 48 001 28 26.6 AJ7406 AJ7406|---------------------------------------------------------------------| AJ7406| PID Reference Object Distance Geod. Az | AJ7406| dddmmss.s | AJ7406| AJ7405 WALTON 48 APPROX. 0.9 KM 0015249.5 | AJ7406|---------------------------------------------------------------------| AJ7406 AJ7406 SUPERSEDED SURVEY CONTROL AJ7406 AJ7406.No superseded survey control is available for this station. AJ7406 AJ7406_MARKER: DD = SURVEY DISK AJ7406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ7406_STAMPING: WALTON 49 2001 AJ7406_MARK LOGO: FLDEP AJ7406_PROJECTION: RECESSED 8 CENTIMETERS AJ7406_MAGNETIC: N = NO MAGNETIC MATERIAL AJ7406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ7406+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002 AJ7406 AJ7406 HISTORY - Date Condition Report By AJ7406 HISTORY - 20010110 MONUMENTED DCJOHN AJ7406 HISTORY - 20021007 GOOD BAH AJ7406 AJ7406 STATION DESCRIPTION AJ7406 AJ7406'DESCRIBED BY DC JOHNSON ASSOC 2001 (ARG) AJ7406'THE STATION IS LOCATED 2.1 MILES EAST OF SANTA ROSA BEACH, 9.9 MILES AJ7406'SOUTH OF FREEPORT AND 19.8 MILES WEST-SOUTHWEST OF EBRO. AJ7406'FROM THE INTERSECTION OF U.S.HIGHWAY 98 AND COUNTY ROAD 83, GO AJ7406'SOUTH ON COUNTY ROAD 83 FOR 0.5 MILES TO THE STATION ON THE RIGHT, AJ7406'A BRASS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DISC SET AJ7406'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 AJ7406'FT BELOW THE GROUND. THE STATION IS 18.5 FEET WEST OF THE AJ7406'CENTERLINE OF COUNTY ROAD 83 AND 3 FEET EAST OF A CARSONITE AJ7406'WITNESS POST. AJ7406'NAIL AND DISC (LB 4514), SET IN A 8-INCH PINE, NORTH 41 DEGREES EAST AJ7406'88.90 FT AJ7406'NAIL AND DISC (LB 5106), FOUND IN A 4-INCH PINE, SOUTH 30 DEGREES WEST AJ7406'AT 53.36 FT AJ7406'NAIL AND DISC (LB 5106), FOUND IN A POWER POLE, NORTH 4 DEGREES AJ7406'WEST AT 75.10 FT AJ7406 AJ7406 STATION RECOVERY (2002) AJ7406 AJ7406'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KAW) AJ7406'RECOVERED IN GOOD CONDITION.