1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3465 *********************************************************************** BG3465 TIDAL BM - This is a Tidal Bench Mark. BG3465 DESIGNATION - 872 9678 J TIDAL BG3465 PID - BG3465 BG3465 STATE/COUNTY- FL/ESCAMBIA BG3465 USGS QUAD - NAVARRE (1994) BG3465 BG3465 *CURRENT SURVEY CONTROL BG3465 ___________________________________________________________________ BG3465* NAD 83(1986)- 30 22 46. (N) 086 51 56. (W) SCALED BG3465* NAVD 88 - 2.396 (meters) 7.86 (feet) ADJUSTED BG3465 ___________________________________________________________________ BG3465 GEOID HEIGHT- -27.04 (meters) GEOID99 BG3465 DYNAMIC HT - 2.393 (meters) 7.85 (feet) COMP BG3465 MODELED GRAV- 979,349.1 (mgal) NAVD 88 BG3465 BG3465 VERT ORDER - FIRST CLASS II BG3465 BG3465.The horizontal coordinates were scaled from a topographic map and have BG3465.an estimated accuracy of +/- 6 seconds. BG3465 BG3465.The orthometric height was determined by differential leveling BG3465.and adjusted by the National Geodetic Survey in June 1991. BG3465 BG3465.This Tidal Bench Mark is designated as VM 10191 BG3465.by the Center for Operational Oceanographic Products and Services. BG3465 BG3465.The geoid height was determined by GEOID99. BG3465 BG3465.The dynamic height is computed by dividing the NAVD 88 BG3465.geopotential number by the normal gravity value computed on the BG3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3465.degrees latitude (g = 980.6199 gals.). BG3465 BG3465.The modeled gravity was interpolated from observed gravity values. BG3465 BG3465; North East Units Estimated Accuracy BG3465;SPC FL N - 155,270. 372,660. MT (+/- 180 meters Scaled) BG3465 BG3465 SUPERSEDED SURVEY CONTROL BG3465 BG3465.No superseded survey control is available for this station. BG3465 BG3465_MARKER: DJ = TIDAL STATION DISK BG3465_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) BG3465_STAMPING: 9678 J 1977 BG3465_MARK LOGO: NOS BG3465_PROJECTION: PROJECTING 10 CENTIMETERS BG3465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG3465_ROD/PIPE-DEPTH: 17.1 meters BG3465 BG3465 HISTORY - Date Condition Report By BG3465 HISTORY - 1977 MONUMENTED NOS BG3465 HISTORY - 1981 GOOD NGS BG3465 HISTORY - 1984 GOOD FLDNR BG3465 HISTORY - 1986 GOOD FLDNR BG3465 HISTORY - 20020507 MARK NOT FOUND USPSQD BG3465 BG3465 STATION DESCRIPTION BG3465 BG3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BG3465'2.6 KM (1.6 MI) SOUTH FROM NAVARRE. BG3465'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM BG3465'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE BG3465'MARK ON THE LEFT, AT THE NORTHWEST CORNER OF THE NAVARRE BEACH FISHING BG3465'PIER PARKING LOT, 59.74 METERS (196.0 FEET) NORTH OF THE CENTER OF THE BG3465'ENTRANCE DRIVE TO THE NAVARRE BEACH MOTEL, 33.0 METERS (108.5 FEET) BG3465'WEST OF THE CENTER OF THE ENTRANCE DRIVE TO THE FISHING PIER, 3.90 BG3465'METERS (12.8 FEET) NORTH-NORTHWEST OF A CREOSOTED LAMP POLE AT BG3465'NORTHWEST CORNER OF THE PIER PARKING LOT. BG3465'THE MARK IS 0.2 METERS S FROM A WITNESS POST. BG3465'THE MARK IS ABOVE LEVEL WITH PARKING LOT. BG3465 BG3465 STATION RECOVERY (1984) BG3465 BG3465'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 BG3465'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. BEGIN AT THE BG3465'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.5 BG3465'MILES SOUTH ON STATE ROAD 399 TO THE NAVARRE BEACH FISHING PIER AND BG3465'THE MARK. THE MARK IS NEAR THE NORTHWEST CORNER OF THE PIER PARKING BG3465'LOT, 196 FEET NORTH OF THE CENTERLINE OF THE DRIVE TO THE NAVARRE BG3465'BEACH MOTEL, 108.5 FEET WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE BG3465'TO THE PARKING LOT, AND 1 FOOT SOUTH OF A WITNESS POST. BG3465 BG3465 STATION RECOVERY (1986) BG3465 BG3465'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 BG3465'RECOVERED IN GOOD CONDITION. BG3465 BG3465 STATION RECOVERY (2002) BG3465 BG3465'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3465'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3464 *********************************************************************** BG3464 TIDAL BM - This is a Tidal Bench Mark. BG3464 DESIGNATION - 872 9678 K TIDAL BG3464 PID - BG3464 BG3464 STATE/COUNTY- FL/ESCAMBIA BG3464 USGS QUAD - NAVARRE (1994) BG3464 BG3464 *CURRENT SURVEY CONTROL BG3464 ___________________________________________________________________ BG3464* NAD 83(1986)- 30 22 51. (N) 086 51 53. (W) SCALED BG3464* NAVD 88 - 1.547 (meters) 5.08 (feet) ADJUSTED BG3464 ___________________________________________________________________ BG3464 GEOID HEIGHT- -27.04 (meters) GEOID99 BG3464 DYNAMIC HT - 1.545 (meters) 5.07 (feet) COMP BG3464 MODELED GRAV- 979,349.2 (mgal) NAVD 88 BG3464 BG3464 VERT ORDER - FIRST CLASS II BG3464 BG3464.The horizontal coordinates were scaled from a topographic map and have BG3464.an estimated accuracy of +/- 6 seconds. BG3464 BG3464.The orthometric height was determined by differential leveling BG3464.and adjusted by the National Geodetic Survey in June 1991. BG3464 BG3464.This Tidal Bench Mark is designated as VM 10192 BG3464.by the Center for Operational Oceanographic Products and Services. BG3464 BG3464.This Tidal Bench Mark is designated as VM 10201 BG3464.by the Center for Operational Oceanographic Products and Services. BG3464 BG3464.The geoid height was determined by GEOID99. BG3464 BG3464.The dynamic height is computed by dividing the NAVD 88 BG3464.geopotential number by the normal gravity value computed on the BG3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3464.degrees latitude (g = 980.6199 gals.). BG3464 BG3464.The modeled gravity was interpolated from observed gravity values. BG3464 BG3464; North East Units Estimated Accuracy BG3464;SPC FL N - 155,420. 372,740. MT (+/- 180 meters Scaled) BG3464 BG3464 SUPERSEDED SURVEY CONTROL BG3464 BG3464.No superseded survey control is available for this station. BG3464 BG3464_MARKER: DJ = TIDAL STATION DISK BG3464_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) BG3464_STAMPING: 9678 K 1977 BG3464_MARK LOGO: NOS BG3464_PROJECTION: PROJECTING 10 CENTIMETERS BG3464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG3464_ROD/PIPE-DEPTH: 17.1 meters BG3464 BG3464 HISTORY - Date Condition Report By BG3464 HISTORY - 1977 MONUMENTED NOS BG3464 HISTORY - 1981 GOOD NGS BG3464 HISTORY - 1984 GOOD FLDNR BG3464 HISTORY - 1986 GOOD FLDNR BG3464 HISTORY - 1989 GOOD USPSQD BG3464 HISTORY - 20020507 GOOD USPSQD BG3464 BG3464 STATION DESCRIPTION BG3464 BG3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BG3464'2.6 KM (1.6 MI) SOUTH FROM NAVARRE. BG3464'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM BG3464'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE BG3464'MARK ON THE LEFT, AT THE SOUTHEAST ANGLE OF THE ENTRANCE DRIVE TO THE BG3464'NAVARRE BEACH FISHING PIER, 10.40 METERS (34.1 FEET) SOUTH OF THE BG3464'CENTER LINE OF THE HIGHWAY, 8.54 METERS (28.0 FEET) EAST OF THE CENTER BG3464'OF THE PIER ENTRANCE DRIVE, 1.40 METERS (4.6 FEET) SOUTHEAST OF A BG3464'UTILITY POLE. BG3464'THE MARK IS 0.52 METERS N FROM A WITNESS POST. BG3464'THE MARK IS ABOVE LEVEL WITH HIGHWAY. BG3464 BG3464 STATION RECOVERY (1984) BG3464 BG3464'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 BG3464'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. BEGIN AT THE BG3464'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.5 BG3464'MILES SOUTH ON STATE ROAD 399 TO THE ENTRANCE TO THE NAVARRE BEACH BG3464'FISHING PIER AND THE MARK. THE MARK BEARS 28 FEET EAST OF THE BG3464'CENTERLINE OF THE ENTRANCE DRIVE, 34.1 FEET SOUTH OF THE CENTERLINE OF BG3464'THE HIGHWAY, 4 FEET EAST OF A POWER LINE ANCHOR POLE, AND 1 FOOT NORTH BG3464'OF A WITNESS POST. BG3464 BG3464 STATION RECOVERY (1986) BG3464 BG3464'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 BG3464'RECOVERED IN GOOD CONDITION. BG3464 BG3464 STATION RECOVERY (1989) BG3464 BG3464'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM) BG3464'RECOVERED IN GOOD CONDITION. BG3464 BG3464 STATION RECOVERY (2002) BG3464 BG3464'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3464'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3463 *********************************************************************** BG3463 TIDAL BM - This is a Tidal Bench Mark. BG3463 DESIGNATION - 872 9678 L TIDAL BG3463 PID - BG3463 BG3463 STATE/COUNTY- FL/ESCAMBIA BG3463 USGS QUAD - NAVARRE (1994) BG3463 BG3463 *CURRENT SURVEY CONTROL BG3463 ___________________________________________________________________ BG3463* NAD 83(1986)- 30 22 53. (N) 086 51 41. (W) SCALED BG3463* NAVD 88 - 2.653 (meters) 8.70 (feet) ADJUSTED BG3463 ___________________________________________________________________ BG3463 GEOID HEIGHT- -27.04 (meters) GEOID99 BG3463 DYNAMIC HT - 2.650 (meters) 8.69 (feet) COMP BG3463 MODELED GRAV- 979,349.3 (mgal) NAVD 88 BG3463 BG3463 VERT ORDER - FIRST CLASS II BG3463 BG3463.The horizontal coordinates were scaled from a topographic map and have BG3463.an estimated accuracy of +/- 6 seconds. BG3463 BG3463.The orthometric height was determined by differential leveling BG3463.and adjusted by the National Geodetic Survey in June 1991. BG3463 BG3463.This Tidal Bench Mark is designated as VM 10193 BG3463.by the Center for Operational Oceanographic Products and Services. BG3463 BG3463.The geoid height was determined by GEOID99. BG3463 BG3463.The dynamic height is computed by dividing the NAVD 88 BG3463.geopotential number by the normal gravity value computed on the BG3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3463.degrees latitude (g = 980.6199 gals.). BG3463 BG3463.The modeled gravity was interpolated from observed gravity values. BG3463 BG3463; North East Units Estimated Accuracy BG3463;SPC FL N - 155,470. 373,060. MT (+/- 180 meters Scaled) BG3463 BG3463 SUPERSEDED SURVEY CONTROL BG3463 BG3463.No superseded survey control is available for this station. BG3463 BG3463_MARKER: DJ = TIDAL STATION DISK BG3463_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) BG3463_STAMPING: 9678 L 1977 BG3463_MARK LOGO: NOS BG3463_PROJECTION: PROJECTING 10 CENTIMETERS BG3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG3463_ROD/PIPE-DEPTH: 17.1 meters BG3463 BG3463 HISTORY - Date Condition Report By BG3463 HISTORY - 1977 MONUMENTED NOS BG3463 HISTORY - 1981 GOOD NGS BG3463 HISTORY - 1984 GOOD FLDNR BG3463 HISTORY - 1986 GOOD FLDNR BG3463 HISTORY - 1989 GOOD USPSQD BG3463 HISTORY - 20020507 MARK NOT FOUND USPSQD BG3463 BG3463 STATION DESCRIPTION BG3463 BG3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 BG3463'2.2 KM (1.4 MI) SOUTH FROM NAVARRE. BG3463'2.2 KILOMETERS (1.4 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM BG3463'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE BG3463'MARK ON THE LEFT, AT THE JUNCTION OF A PAVED ROAD LEADING TO THE BG3463'NAVARRE BEACH PAVILLION, 7.01 METERS (23.0 FEET) EAST OF THE CENTER OF BG3463'THE ROAD LEADING TO THE PAVILLION, 1.95 METERS (6.4 FEET) EAST- BG3463'NORTHEAST OF A STOP SIGN, 1.1 METERS (3.6 FEET) SOUTHEAST OF A UTILITY BG3463'POLE SUPPORTING TRAFFIC LIGHTS. BG3463'THE MARK IS 0.36 METERS W FROM A WITNESS POST. BG3463'THE MARK IS 0.15 M ABOVE ROAD. BG3463 BG3463 STATION RECOVERY (1984) BG3463 BG3463'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 BG3463'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. BEGIN AT THE BG3463'JUNCTION OF STATE ROAD 399 WITH U.S. HIGHWAY 98 IN NAVARRE, GO 1.35 BG3463'MILES SOUTH ON STATE ROAD 399 TO THE MARK. THE MARK BEARS 23 FEET BG3463'EAST OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE NAVARRE BEACH BG3463'PAVILION, 30.3 FEET SOUTH OF THE EXTENDED CENTERLINE OF STATE ROAD BG3463'399, 3 FEET SOUTHEAST OF A CAUTION LIGHT POLE WITH A METER BOX, AND 1 BG3463'FOOT WEST OF A WITNESS POST. BG3463 BG3463 STATION RECOVERY (1986) BG3463 BG3463'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 BG3463'RECOVERED IN GOOD CONDITION. BG3463 BG3463 STATION RECOVERY (1989) BG3463 BG3463'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM) BG3463'RECOVERED IN GOOD CONDITION. BG3463 BG3463 STATION RECOVERY (2002) BG3463 BG3463'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3463'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG3683 *********************************************************************** BG3683 TIDAL BM - This is a Tidal Bench Mark. BG3683 DESIGNATION - 872 9678 TIDAL 1 BG3683 PID - BG3683 BG3683 STATE/COUNTY- FL/ESCAMBIA BG3683 USGS QUAD - NAVARRE (1994) BG3683 BG3683 *CURRENT SURVEY CONTROL BG3683 ___________________________________________________________________ BG3683* NAD 83(1986)- 30 22 45. (N) 086 51 57. (W) SCALED BG3683* NAVD 88 - 3.732 (meters) 12.24 (feet) ADJUSTED BG3683 ___________________________________________________________________ BG3683 GEOID HEIGHT- -27.04 (meters) GEOID99 BG3683 DYNAMIC HT - 3.728 (meters) 12.23 (feet) COMP BG3683 MODELED GRAV- 979,349.1 (mgal) NAVD 88 BG3683 BG3683 VERT ORDER - FIRST CLASS II BG3683 BG3683.The horizontal coordinates were scaled from a topographic map and have BG3683.an estimated accuracy of +/- 6 seconds. BG3683 BG3683.The orthometric height was determined by differential leveling BG3683.and adjusted by the National Geodetic Survey in June 1991. BG3683.WARNING-Repeat measurements at this control monument indicate possible BG3683.vertical movement. BG3683 BG3683.This Tidal Bench Mark is designated as VM 10188 BG3683.by the Center for Operational Oceanographic Products and Services. BG3683 BG3683.The geoid height was determined by GEOID99. BG3683 BG3683.The dynamic height is computed by dividing the NAVD 88 BG3683.geopotential number by the normal gravity value computed on the BG3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG3683.degrees latitude (g = 980.6199 gals.). BG3683 BG3683.The modeled gravity was interpolated from observed gravity values. BG3683 BG3683; North East Units Estimated Accuracy BG3683;SPC FL N - 155,240. 372,630. MT (+/- 180 meters Scaled) BG3683 BG3683 SUPERSEDED SURVEY CONTROL BG3683 BG3683 NGVD 29 - 3.852 (m) 12.64 (f) ADJUSTED 1 2 BG3683 BG3683.Superseded values are not recommended for survey control. BG3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BG3683.See file dsdata.txt to determine how the superseded data were derived. BG3683 BG3683_MARKER: DJ = TIDAL STATION DISK BG3683_SETTING: 31 = ROAD CURB RETAINING WALL BG3683_STAMPING: 1 1973 BG3683_MARK LOGO: NOS BG3683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY BG3683 BG3683 HISTORY - Date Condition Report By BG3683 HISTORY - 1973 MONUMENTED NGS BG3683 HISTORY - 1976 GOOD NGS BG3683 HISTORY - 1981 GOOD NGS BG3683 HISTORY - 1984 GOOD FLDNR BG3683 HISTORY - 1986 GOOD FLDNR BG3683 HISTORY - 1989 GOOD USPSQD BG3683 HISTORY - 20020507 MARK NOT FOUND USPSQD BG3683 BG3683 STATION DESCRIPTION BG3683 BG3683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BG3683'1.6 MI S FROM NAVARRE. BG3683'FROM TOLL GATE AT U.S. 98 AND SR 399, PROCEED SOUTH ALONG TOLL BG3683'BRIDGE/SR 399 ABOUT 1.6 MILES TO NAVARRE BEACH MOTEL, BENCH MARK IS BG3683'SET FLUSH IN TOP OF A 2 FOOT THICK CONCRETE RETAINING WALL, MARK IS ON BG3683'NORTH SIDE OF A ROAD BETWEEN FISHING PIER PARKING LOT AND MOTEL BG3683'PARKING LOT, 6 INCHES ABOVE ROAD, 40 FEET SOUTH OF NORTHEAST CORNER OF BG3683'MOTEL PARKING LOT AND NORTH END OF RETAINING WALL, 33 FEET NORTHEAST BG3683'OF NORTHEAST CORNER OF MOTEL, ABOUT 150 FEET WEST OF FISHING PIER BG3683'PARKING LOT. BG3683 BG3683 STATION RECOVERY (1981) BG3683 BG3683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 BG3683'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG STATE HIGHWAY 399 SOUTH FROM BG3683'THE TOLL BOOTH AT THE JUNCTION OF US HIGHWAY 98 IN NAVARRE, TO THE BG3683'MARK ON THE LEFT AND AT THE NAVARRE BEACH MOTEL, 11.31 METERS (37.1 BG3683'FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE MOTEL, 11.55 METERS BG3683'(37.9 FEET) SOUTH-SOUTHEAST OF A UTILITY POLE AT THE NORTHEAST CORNER BG3683'OF THE MOTEL PARKING LOT, 3.66 METERS (12.0 FEET) NORTH OF THE CENTER BG3683'OF THE ENTRANCE DRIVE TO THE MOTEL, 0.24 METER (0.8 FOOT) EAST OF THE BG3683'WEST END OF THE CONCRETE CURB OF THE ENTRANCE DRIVE. BG3683'THE MARK IS 0.11 M ABOVE PARKING LOT. BG3683 BG3683 STATION RECOVERY (1984) BG3683 BG3683'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 BG3683'RECOVERED IN GOOD CONDITION. BG3683 BG3683 STATION RECOVERY (1986) BG3683 BG3683'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 BG3683'RECOVERED IN GOOD CONDITION. BG3683 BG3683 STATION RECOVERY (1989) BG3683 BG3683'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJM) BG3683'RECOVERED IN GOOD CONDITION. BG3683 BG3683 STATION RECOVERY (2002) BG3683 BG3683'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH) BG3683'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG4594 *********************************************************************** BG4594 TIDAL BM - This is a Tidal Bench Mark. BG4594 DESIGNATION - 872 9943 D TIDAL BG4594 PID - BG4594 BG4594 STATE/COUNTY- FL/ESCAMBIA BG4594 USGS QUAD - LILLIAN (1987) BG4594 BG4594 *CURRENT SURVEY CONTROL BG4594 ___________________________________________________________________ BG4594* NAD 83(1986)- 30 27 38. (N) 087 24 34. (W) SCALED BG4594* NAVD 88 - 0.988 (meters) 3.24 (feet) ADJUSTED BG4594 ___________________________________________________________________ BG4594 GEOID HEIGHT- -27.52 (meters) GEOID99 BG4594 DYNAMIC HT - 0.986 (meters) 3.23 (feet) COMP BG4594 MODELED GRAV- 979,345.3 (mgal) NAVD 88 BG4594 BG4594 VERT ORDER - SECOND CLASS I BG4594 BG4594.The horizontal coordinates were scaled from a topographic map and have BG4594.an estimated accuracy of +/- 6 seconds. BG4594 BG4594.The orthometric height was determined by differential leveling BG4594.and adjusted by the National Geodetic Survey in June 1991. BG4594 BG4594.This Tidal Bench Mark is designated as VM 10315 BG4594.by the Center for Operational Oceanographic Products and Services. BG4594 BG4594.The geoid height was determined by GEOID99. BG4594 BG4594.The dynamic height is computed by dividing the NAVD 88 BG4594.geopotential number by the normal gravity value computed on the BG4594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG4594.degrees latitude (g = 980.6199 gals.). BG4594 BG4594.The modeled gravity was interpolated from observed gravity values. BG4594 BG4594; North East Units Estimated Accuracy BG4594;SPC FL N - 165,470. 320,630. MT (+/- 180 meters Scaled) BG4594 BG4594 SUPERSEDED SURVEY CONTROL BG4594 BG4594.No superseded survey control is available for this station. BG4594 BG4594_MARKER: DJ = TIDAL STATION DISK BG4594_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) BG4594_STAMPING: 9943 D 1977 BG4594_MARK LOGO: NOS BG4594_PROJECTION: FLUSH BG4594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG4594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BG4594+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002 BG4594_ROD/PIPE-DEPTH: 12.2 meters BG4594 BG4594 HISTORY - Date Condition Report By BG4594 HISTORY - 1977 MONUMENTED NOS BG4594 HISTORY - 1985 GOOD FLDNR BG4594 HISTORY - 20021015 GOOD FL-033 BG4594 BG4594 STATION DESCRIPTION BG4594 BG4594'DESCRIBED BY FL DEPT OF NAT RES 1985 BG4594'16.05 MI NW FROM PENSACOLA. BG4594'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY BG4594'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF BG4594'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST BG4594'HAMMOCK AND THE MARK VICINITY. THE MARK BEARS 380 FEET SOUTH OF BG4594'TIDAL BENCH MARK 9943 E 1977, 46.5 FEET SOUTHEAST OF THE SOUTHEAST BG4594'CORNER OF THE LAST HOUSE ON THE WEST SIDE OF THE ROAD BEFORE THE END BG4594'OF THE ROAD PAVEMENT, 35 FEET NORTH OF THE NORTH BANK OF A CANAL, 32 BG4594'FEET WEST OF THE CENTERLINE OF C-99, AND 5 FEET SOUTH OF POWER POLE BG4594'83365-54277 WITH A WITNESS SIGN ATTACHED. BG4594 BG4594 STATION RECOVERY (2002) BG4594 BG4594'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2002 (WFB) BG4594'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 BG4593 *********************************************************************** BG4593 TIDAL BM - This is a Tidal Bench Mark. BG4593 DESIGNATION - 872 9943 E TIDAL BG4593 PID - BG4593 BG4593 STATE/COUNTY- FL/ESCAMBIA BG4593 USGS QUAD - LILLIAN (1987) BG4593 BG4593 *CURRENT SURVEY CONTROL BG4593 ___________________________________________________________________ BG4593* NAD 83(1986)- 30 27 40. (N) 087 24 34. (W) SCALED BG4593* NAVD 88 - 1.110 (meters) 3.64 (feet) ADJUSTED BG4593 ___________________________________________________________________ BG4593 GEOID HEIGHT- -27.52 (meters) GEOID99 BG4593 DYNAMIC HT - 1.109 (meters) 3.64 (feet) COMP BG4593 MODELED GRAV- 979,345.3 (mgal) NAVD 88 BG4593 BG4593 VERT ORDER - SECOND CLASS I BG4593 BG4593.The horizontal coordinates were scaled from a topographic map and have BG4593.an estimated accuracy of +/- 6 seconds. BG4593 BG4593.The orthometric height was determined by differential leveling BG4593.and adjusted by the National Geodetic Survey in June 1991. BG4593 BG4593.This Tidal Bench Mark is designated as VM 10316 BG4593.by the Center for Operational Oceanographic Products and Services. BG4593 BG4593.The geoid height was determined by GEOID99. BG4593 BG4593.The dynamic height is computed by dividing the NAVD 88 BG4593.geopotential number by the normal gravity value computed on the BG4593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BG4593.degrees latitude (g = 980.6199 gals.). BG4593 BG4593.The modeled gravity was interpolated from observed gravity values. BG4593 BG4593; North East Units Estimated Accuracy BG4593;SPC FL N - 165,530. 320,630. MT (+/- 180 meters Scaled) BG4593 BG4593 SUPERSEDED SURVEY CONTROL BG4593 BG4593.No superseded survey control is available for this station. BG4593 BG4593_MARKER: DJ = TIDAL STATION DISK BG4593_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) BG4593_STAMPING: 9943 E 1977 BG4593_MARK LOGO: NOS BG4593_PROJECTION: PROJECTING 5 CENTIMETERS BG4593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL BG4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BG4593+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002 BG4593_ROD/PIPE-DEPTH: 12.2 meters BG4593 BG4593 HISTORY - Date Condition Report By BG4593 HISTORY - 1977 MONUMENTED NOS BG4593 HISTORY - 1985 GOOD FLDNR BG4593 HISTORY - 20021015 GOOD FL-033 BG4593 BG4593 STATION DESCRIPTION BG4593 BG4593'DESCRIBED BY FL DEPT OF NAT RES 1985 BG4593'16.05 MI NW FROM PENSACOLA. BG4593'BEGIN AT THE WEST JUNCTION OF U.S. HIGHWAY 90 WITH U.S. HIGHWAY BG4593'ALTERNATE 90, GO 1.6 MILES SOUTHEAST ON U.S. 90 TO THE JUNCTION OF BG4593'COUNTY ROAD C-99, GO 4.65 MILES SOUTH ON C-99 TO ITS END AT HURST BG4593'HAMMOCK AND THE MARK VICINITY. THE MARK BEARS ABOUT 400 FEET NORTH BG4593'OF THE END OF THE ROAD PAVEMENT, 46.9 FEET EAST OF THE SOUTHEAST BG4593'CORNER OF A FENCED YARD, 28.6 FEET WEST OF THE CENTERLINE OF THE BG4593'ROAD, AND 8.6 FEET NORTH OF POWER POLE 08337-54320 WITH A WITNESS BG4593'SIGN ATTACHED. BG4593 BG4593 STATION RECOVERY (2002) BG4593 BG4593'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2002 (WFB) BG4593'RECOVERED IN GOOD CONDITION.